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HomeMy WebLinkAbout18410 63rd Avenue NE_BLD3491_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center:360-403-3551 BUELDING PERMIT Permit#:3491 6108 188TH STREET NE Permit Expiration Date:04/13/2021 Parcel#: 31052200101000 Valuation:229000.00 OWNER APPLICANT CONTRACTOR I CASTING OPERATIONS LLC Patriot Fire Protection,Inc PATRIOT FIRE PROTECTION 21218 76TH AVE S 2707 70th Ave E. 2707 70th Ave E. KENT,WA 98032 Tacoma,WA 98424 Tacoma,WA 98424 2539262290 253-926-2290 LIC:PATRIFP099CF EXP: 1W05/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of, any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City, or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27, THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/1RC110. SALES TAX,NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. /� " PIETRO DEMONTE 11/03/2020 Signature Print Name Date Released By Oate CONDITIONS 1.Permit and set of approved plans to remain on site during installation. 2.Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers,earthquake bracing, sprinkler locations and pipe re-n ag that could impact hydraulic calculations. Failu. i submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted.3. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building.4.Cover inspection required.5.Hydrostatic test required:200 psi for 2 hours minimum.6.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit.7.Owner shall be provided with a set of approved plans and associated documents for their files. 8. Adhere to approved plans.9.Approved plans shall be onsite for construction and inspections. 10. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/02/2020 Fire Sprinkler Permit $975.00 11102/2020 Processing/Technology Fee $25.00 11/02/2020 Fire System Plan Review $1,678,71 Total Due: $2,678.71 Total Payment: $0.00 Balance Due: $2,678.71 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 6108 188TH STREET NE Permit#: 3491 Permit Expiration Date: 04/13/2021 Parcel#: 31052200101000 Valuation:229000.00 OWNER APPLICANT CONTRACTOR CASTING OPERATIONS LLC Patriot Fire Protection,Inc PATRIOT FIRE PROTECTION 21218 76TH AVE S 2707 70th Ave E. 2707 70th Ave E. KENT,WA 98032 Tacoma,WA 98424 Tacoma,WA 98424 2539262290 253-926-2290 LIC:PATRIFP099CF EXP: 10/05/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: 1 CONST. TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRCI10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By ate CONDITIONS 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-rc g that could impact hydraulic calculations. Fa. -to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3.Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building.4. Cover inspection required. 5.Hydrostatic test required:200 psi for 2 hours minimum. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. 8.Adhere to approved plans.9.Approved plans shall be onsite for construction and inspections. 10.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/02/2020 Fire Sprinkler Permit $975.00 11/02/2020 Processing/Technology Fee $25.00 11/02/2020 Fire System Plan Review $1,678.71 Total Due: $2,678.71 Total Payment: $0.00 Balance Due: $2,678.71 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 3491 Permit Date: 10/15/20 Project Name: Casting Operations Company/Applicant Name: Patriot Fire Protection, Inc Company/Applicant Address: 2707 70th Ave E. City, State, Zip: Tacoma, WA 98424 Contact: Pietro Demonte Phone: 2539262290 Email: pietrod@patriotfire.com Permit Type: Fire Sprinkler Valuation: 229000.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: New Fire Sprinkler MIC/Opportunity Zone: Permit Issued: Permit Expires: 04/13/2021 DNU: Status: PENDING PAYMENT Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning PAR C CITY ARL BLA 399 Other 31052200101000 6108 188TH STREET NE FILE NO PLN-587 REC CASTING Miscellaneous AFN 201909245004 BEING OPERATIONS LLC Manufacturing NEC PTN NWI/4 NE1/4 SD SEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# PATRIOT FIRE Piero Demont 253-926-2290 2707 70th Ave E. CONTRACTOR Labor and PATRIFP099CF PROTECTION Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/20/2020 Fire Sprinkler Assigned System Plan Reviews Date Review Type Description Assigned To Review Status 10/15/2020 Fire Sprinkler Building Approved 1. Permit and set of approved plans to remain on site during installation. 2.Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections:may include hangers,earthquake bracing,sprinkler locations and pipe re-routing that could impact hydraulic calculations.Failure to submit revisions could result in cancellation of an inspection while a review Approved with 10/15/2020 Fire Sprinkler of an as-built resubmittal is conducted. Fire Conditions 3.Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 4.Cover inspection required. 5.Hydrostatic test required:200 psi for 2 hours minimum. 6.Sprinkler system Contractor's Material and Test Certificate shall he submitted prior to close out of permit. 7.Owner shall be provided with a set of approved plans and associated documents for their files. 10/15/2020 Fire Sprinkler PW-Wat-Rev In Review 1020/2020 Fire Sprinkler Front Counter In Review Fees Fee Description Notes Amount Fire Sprinkler Permit Commercial NFPA 13/13R S975.00 Processing/Technology Fee $25.00 Fire System Plan Review Table 4-2 or 4-10 $1,678.71 Total S2,678.71 Notes Date Now Created By: 10/28/2020 Mike returned the plans for Kevin to review. Kristin Foster 10/19/2020 Plans uploaded for review Raelynn Jones Uploaded Files D kyt- File Name 10/192020 7549194-FP-SIl-.RRA CASTING OPS-SUBMITTAL DWGS. cif 10/192020 7549193-FP-Sict•ra Casting OPS Hydraulic Calcs.pdf 101192020 7549192-FP-SieiTa Casting OPS Brace Calcs.p f 10/192020 7.548308-3491 Application.pdf Permit#: 3491 Permit Date: 10/15/20 Project Name: Casting Operations Company/Applicant Name: Patriot Fire Protection, Inc Company/Applicant Address: 2707 70th Ave E. City, State, Zip: Tacoma, WA 98424 Contact: Pietro Demonte Phone: 2539262290 Email: pietrod@patriotfire.com Permit Type: Fire Sprinkler Valuation: 229000.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: New Fire Sprinkler MIC/Opportunity Zone: Permit Issued: Permit Expires: 04/13/2021 DNU: Status: IN PROCESS Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning PAR C CITY ARL BLA 399 Other 31052200t01000 6108 188TH STREET NE FILE NO PLN-587 REC CASTING Miscellaneous AFN 201909245004 BEING OPERATIONS LLC PTN NW1/4 NE1/4 SD SEC Manufacturing NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# PATRIOT FIRE Piero Demont 253-926-2290 2707 70th Ave E. CONTRACTOR Labor and PATRIFP099CF PROTECTION Industries Plan Reviews Date Review Type Description Assigned To Review Status 10/15/2020 Fire Sprinkler Building In Review 10/11/2020 Fire Sprinkler Fire In Review I Oil92020 Fire Sprinkler PW-Wat-Rev In Review Fees Fee Description Notes Amount Fire Sprinkler Permit Commercial NFPA 13/13R $936.50 Processing/Technology Fee $25.00 Fire System Plan Review Table 4-2 or 4-10 $1,678.71 Total $2,640.21 Notes Date 'Note Created By: 10/15/2020 1 will upload the application once back in the office.RJ Raelynn Jones c��Y �•� FIRE SPRINKLER • PERMIT APPLICATION ING 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: 19 New Fire Sprinkler ❑ Fire Sprinkler Add/Alt ❑ Underground Fire Line Project Address: 60 10 a -I oo T" �� NE Parcel ID#: 31 ZZ001 -Q7(�08� Project Valuation: 22-9 1006 , 0 Number of Heads: 9Z� Building Area(Scl Ft): i Owner:r/QSTT�.fG t71°,gW�qTr_o,.1 5� LL(, Phone Number: Q p Address: 712,1 F(����r� ���y�S City: VF_NT State: w ' J Zip Code: Contact Person: r�E Tl'CQ n,Cm 0^�TF Phone Number: 7 S3 -M y 3 y(o Cell Phone: Z.5 3- 6 S/ -I fo 1D Email: PT6-r90D 0 P►1Ti2 Zd l Frnf-, Co rn Address: 270 7 -�oTif AV�� City:719-0y►114 state: W►9 Zip Code: 9tyzy Contractor: rRT/?ZO 16ZM 1EKOTCL i 20.E i 1 UG, Phone Number: Z5- P-2z y a Address: 2707 --70-1* I9VC L City:T1910AA11 State: 1V6 Zip Code: q'fVZy Contractor's License Number: r 67R-TFP 0996iF Expiration: Contact Person:f ITEIAO b"Emon)-Te Email: PrET/ZoD 0 P671'-Zo7 fry,(,O/j) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described roperty will be in accordance with the laws,rules and regulation of the State of Washington. /D—ll—ZO z o Applicants Signature Date {',zEJ?Z.o 0,fM_ oNT,E Print Applicants Name 1 FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 6/16LP - - - - - - �: .� � - i r . � i �_ f i i _ r • 7 • • I �, /t J. City of Arlington LING Fire Department October 27, 2020 Permit Number: BLD 3491 Project Address: 6108 188th Street NE, Arlington Project Description: Fire Sprinkler Plans for Casting Operations Contractor: Patriot Fire Protection 2707 70th Avenue E Tacoma, WA 98424 Re: Fire Suppression Shop Drawing Review Comments/Approval The Arlington Fire Department has completed a review of the Fire Suppression shop drawing submittal and approves the issuance of the permit with the following conditions: 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re- routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 4. Cover inspection required. 5. Hydrostatic test required: 200 psi for 2 hours minimum. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. Items noted above are conditions on the issued permit and shall be verified as part of the final inspection of the system at project completion. Final approval will not be provided until all conditions are verified. Call at least 48 hours in advance to schedule inspections. If there are any questions please do not hesitate to call. Sincerely, K6C Mike Makela Assistant Fire Chief Arlington Fire Department OFFICE COP 1 6231 S 40 .0 IPA Fire Fire Sprinklers Save Livesl Taco 7a, Avenue East P Tacoma,WA 96424 FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 Sierra Construction Castming O 6108188t" Street N.E. Arlington, WA 98223 HYDRAULIC CALCULATIONS Patriot Project No. 11-2260 Contractor SIERRA CONSTRUCTION 14800 N.E. WOODINVILLE WAY WOODINVILLE, WA 98072 OFFICE COPY VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 �3 3A5 PATRIFP099CF 10• (3•?.c72c7 Intentionally Blank HYDRAULIC CALCULATIONS FOR SIERRA CONSTRUCTION CASTING OPERATIONS 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-3 FILE NO . CASTINGOPS—SYS1 DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25.2K SPRINKLER WATER FLOW REQUIRED: 1522 . 8 GPM ALLOWANCE INSIDE HOSE: 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS : N/A IN—RACK SPRINKLERS: N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1772 . 8 GPM @ 67.3 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A )WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI: 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY WASMINGTONTA STE 1 CERTIFICATE )F COMPETENCY 1 p FIRE PROTECTION SPRINKLER SYSTEMS 1 1 1 p Pietro Demonte 1 1 5541-0610-C Level ; 1 Patriot Fire Protection, Inc. 1 p PATRIFP099CF qp 1 �1 1 EXI 405 1213V20 1 1 / l0-�I�ZALO ; =lgneturo d ---sse—sus-------sue J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID WATER SUPPLY ANALYSIS Static: 82 . 00 psi Resid: 60 .00 psi Flow: 4000 . 0 gpm 100 . 0 LEGEND 80 . 0 -, 1 Available pressure 77 .12 psi @ 1772 . 8 gpm 1 G A 2 Required pressure U 2 67 .25 psi @ 1772 . 8 gpm G E 60. 0 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 U / R E 20 . 0 B p s i 0 . 0 -- ----------- ------ -14 .7 80,12001600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID NjFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS . @ PRESS . @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 . 0 60 . 0 4000. 0 77 .1 1772 . 8 67 .3 Available pressure is 9. 9 psi (130) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1772 . 8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1522 . 8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) lA 36.2 K=25 .20 25 .1 126. 4 2A 36.2 K=25 .20 25 .0 126 . 0 3A 36.2 K=25 .20 25.0 126 . 0 A 36.2 K=25.20 25 .2 126 .4 A 36.2 K=25.20 25 . 5 127 .3 6A 36.2 K=25.20 25 . 4 126. 9 7A 36.2 K=25.20 25 . 4 126. 9 8A 36.2 K=25.20 25 .5 127 .3 9A 36.2 K=25.20 25 . 6 127 . 4 10A 36 .2 K=25.20 25 . 4 127 . 0 11A 36.2 K=25.20 25 . 4 127 . 0 12A 36.2 K=25 .20 25 . 8 128 . 0 20 33 .2 - - - - 42 .2 - - - 21 33 .2 - - - - 40 . 9 - - - 22 33 .2 - - - - 40 .5 - - - 23 33 .2 - - - - 40 . 1 - - - 24 33 .2 - - - - 39. 7 - - - 25 - 33 .2 - - - - 39 .3 - - - 26 33.2 - - - - 39 . 0 - - - 27 33.2 - - - - 38 . 7 - - - 28 33 .2 - - - - 38 .5 - - - 29 33 .2 - - - - 38 .3 - - - 30T 36.2 - - - - 35 . 6 - - - 30 33 .2 - - - - 38 .2 - - - 31T 36.2 - - - - 35.4 - - - 31 33 .2 - - - - 38 .0 - - - 32T 36 .2 - - - - 35.4 - - - 32 33.2 - - - - 38 .0 - - - 41 33 .2 - - - - 37 .7 - - - 42 33 .2 - - - - 37 .7 - - - 43 33 .2 - - - - 37 . 6 - - - ,J4 33 .2 - - - - 37 .4 - - - 45 33 .2 - - - - 37 .1 - - - 46 33.2 - - - - 36. 8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE! 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIOPQS\CA3TINGOP-3Y31 .SDr JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 47 33 .2 - - - - 36.3 - - - 48 33 .2 - - - - 35.7 - - - 49 33 .2 - - - - 35.0 - - - 50 33 .2 - - - - 33 .8 - - - 51 33 .2 - - - - 32 . 9 52 33.2 - - - - 32 . 8 - - - RT1 30 . 1 - - - - 45.0 - - - RH1 1 .7 - - - - 59. 6 - - - DC1 1 .7 - - - - 64 .3 - - - DC2 1 .7 - - - - 61 .3 - - - RB 0 .5 - - - - 65.1 - - - UG1 -4 . 0 HOSE STREAM 68 . 6 250 . 0 SRC 0 . 0 SOURCE 67 .3 1772 . 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID NFPA PIPE DATA Pipe Tag K-fac Add F1 Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 1 Source 250 . 0 Disch 72 .50 140 -1 . 3 SRC 0 . 0 67 .3 1522 . 8 RB D12 .00 T: 98 . 0 108. 00 -1 .7 UG1 -4 . 0 68 . 6 1772 . 8 12 .460 G: 10 . 0 180. 50 0 .002 0 .4 Pipe: 2 0 .0 0 . 0 59. 00 140 3 . 4 UG1 -4 . 0 68 . 6 1522 . 8 DC1 D8 . 000 T: 59.0 66.00 1 . 9 RB 0 .5 65 . 1 1522 . 8 8 .390 G: 7 .0 125. 00 0 . 012 1 .5 Pipe : 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 .5 65. 1 1522 . 8 DC2 B8 . 000 E: 31 .7 31 . 73 0 .5 DC1 1 .7 64 .3 1522 . 8 8 .249 33. 65 0 . 011 0 .4 Pipe: 4 0 . 0 Fixed Pressure Loss Device DC1 1 . 7 64 .3 1522 . 8 RH1 3 . 0 psi, 1522 . 8 gpm DC2 1 . 7 61 . 3 1522 . 8 Pipe: 5 0 . 0 0 . 0 12 . 75 120 1 . 6 DC2 1 .7 61 .3 1522 . 8 RT1 B8 .000 2E: 42 . 0 83.00 0 . 0 RH1 1 .7 59 . 6 1522 . 8 8 .249 T:41 . 0 95.75 0 .017 1 . 6 Pipe : 6 0 . 0 0 . 0 T: 41 . 0 28 . 42 120 .14 . 6 RH1 1 . 7 59 . 6 1522 . 8 20 B8 . 000 C: 53 . 0 108 . 00 12 . 3 )T1 30 . 1 45. 0 152.2 . 8 8 .249 B: 14 . 0 136. 42. 0 . 017 2 .3 Pipe : 7 0 . 0 0 . 0 40 . 12 120 2 .7 RT1 30 . 1 45 . 0 1522 . 8 21 B8 . 000 2E:42 . 0 42 . 00 1 .3 20 33 .2 42 .2 1522 . 8 8 .249 82 . 12 0 . 017 1 .4 Pipe : 8 0 . 0 96.2 41 3. 54 120 1 .3 20 33 .2 42 .2 1426. 6 22 B6 .000 E: 18 . 0 18. 00 0 . 0 21 33 .2 40 . 9 1522 . 8 6.357 21 . 54 0 . 061 1.3 Pipe : 9 0 . 0 84 . 0 42 8. 00 120 0 . 4 21 33 .2 40 . 9 1342 . 6 23 B6. 000 ---- 0. 00 0. 0 22 33 .2 40 .5 1426 . 6 6. 357 8. 00 0 .054 0.4 Pipe: 10 0 . 0 83. 8 43 8. 00 120 0 . 4 22 33 .2 40 . 5 1258 . 8 24 B6.000 ---- 0. 00 0 . 0 23 33 .2 40 . 1 1342 . 6 6.357 8 .00 0 .048 0 .4 Pipe: 11 0 . 0 78 . 9 44 10 .00 120 0 .4 23 33 .2 40 . 1 1179. 8 25 B6. 000 ---- 0 .00 0 . 0 24 33 .2 39 . 7 1258 . 8 6.357 10 . 00 0 .043 0 . 4 Pipe: 12 0 . 0 76. 9 45 10. 00 120 0 .4 24 33 .2 39.7 1103 . 0 26 B6.000 ---- 0. 00 0. 0 25 33 .2 39 .3 1179 . 8 6 . 357 10. 00 0 . 038 0 .4 pipe: 13 0 . 0 78 . 0 46 10 . 00 120 0 .3 ✓ 5 33 .2 39.3 1025 . 0 27 B6. 000 ---- 0 . 00 0 . 0 26 33 .2 39. 0 1103 . 0 6.357 10 .00 0 .034 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI . SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 GRID Pipe Tag K-fac Add F1 Add F1 To Fit : L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) D. To Node E1 (ft) PT Tot. (a Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 14 0 . 0 81 .7 47 8 .00 120 0 .2 26 33 .2 39. 0 943 .2 28 B6. 000 ---- 0 . 00 0 . 0 27 33 .2 38 . 7 1025. 0 6 .357 8 .00 0 . 029 0 .2 Pipe: 15 0 . 0 88 . 4 48 8 . 00 120 0 .2 27 33 .2 38 . 7 854 . 9 29 B6. 000 ---- 0 .00 0 . 0 28 33 .2 38 . 5 943.2 6.357 8 . 00 0 . 025 0 .2 Pipe: 16 0. 0 92 . 0 49 8 .00 120 0.2 28 33 .2 38.5 762 . 8 30 B6.000 ---- 0 . 00 0 .0 29 33 .2 38.3 854 . 9 6.357 8.00 0 . 021 0 .2 Pipe: 17 0 . 0 251 . 7 30T 10 . 00 120 0 .2 29 33 .2 38 .3 511 . 1 31 B6.000 ---- 0 .00 0 . 0 30 33 .2 38 .2 762 . 8 6. 357 10 . 00 0 . 017 0 .2 Pipe : 18 0 . 0 253 . 5 31T 10 .00 120 0 .2 30 33 .2 38 .2 257 . 6 32 B6. 000 F : 9 . 0 9 . 00 0 . 0 31 33 .2 38 . 0 511 . 1 6 . 357 19.00 0 . 008 0 .2 Pipe: 19 0 . 0 0 . 0 10 . 00 120 0 . 0 31 33 .2 38 . 0 257 . 6 32T B6. 000 ---- 0. 00 0 . 0 32 33 .2 38 . 0 257 . 6 6 . 357 10 .00 0 .002 0 . 0 Pipe: 20 0 . 0 180 .2 43 8 . 00 120 0 . 0 41 33 .2 37 . 7 -84 . 0 22 B4 . 000 ---- 0 . 00 0 . 0 � .G z 2 ^ .�v v 260 8 .00 0 003 0 0 42 33 .2 J/ 7 JV Pipe: 21 0 . 0 264 . 0 44 8 . 00 120 0 . 1 42 33 .2 37 . 7 -83 . 8 23 B4 . 000 ---- 0. 00 0 . 0 43 33 .2 37 . 6 180 .2 4 .260 8 .00 0 .008 0 . 1 Pipe: 22 0 . 0 342 . 9 45 10 . 00 120 0 . 2. 43 33 .2 37 . 6 -78 . 9 24 B4 . 000 ---- 0 . 00 0 . 0 44 33 .2 37 . 4 264 . 0 4 .260 10 . 00 0 .017 0 .2 Pipe: 23 0 . 0 419 . 8 46 10.00 120 0 .3 44 33 .2 37 . 4 -76. 9 25 B4 .000 ---- 0 .00 0 . 0 45 33 .2 37 . 1 342 . 9 4 .260 10 .00 0 . 027 0 . 3 Pipe: 24 0 . 0 497 . 8 47 10 . 00 120 0 .4 45 33 .2 37 . 1 -78 . 0 26 B4 . 000 --- 0 . 00 0 . 0 46 33 .2 36 . 8 419. 8 4 .260 10 . 00 0 .039 0 . 4 Pipe : 25 0 . 0 579. 6 48 8. 00 120 0 .4 46 33 .2 36 . 8 -81 .7 27 B4 .000 ---- 0 .00 0 . 0 47 33 .2 36 . 3 497 . 8 4 .260 8 .00 0 . 054 0 . 4 Pipe: 26 0 . 0 667 . 9 49 8 . 00 120 0 . 6 47 33 .2 36.3 -88 . 4 28 B4 . 000 ---- 0 . 00 0 . 0 48 33 .2 35 . 7 579. 6 4 .260 8 . 00 0 . 072 0 . 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 GRID �ipe Tag K-fac Add F1 Add F1 To Fit : L C (Pt) rm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node E1 (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 27 0 . 0 759 . 9 50 8 .00 120 0 .7 48 33 .2 35 .7 -92 . 0 29 B4 .000 ---- 0.00 0 . 0 49 33 .2 35. 0 667 . 9 4 .260 8. 00 0 .093 0 . 7 Pipe : 28 0 . 0 257 . 8 9A 10 . 00 120 1 .2 49 33 .2 35 . 0 502 .2 51 B4 .000 ---- 0 .00 0 . 0 50 33 .2 33 . 8 759. 9 4 .260 10. 00 0 .118 1 .2 Pipe: 29 0 . 0 255 . 0 5A 10 . 00 120 0 . 9 50 33 .2 33 . 8 247 . 1 52 B4 . 000 F: 6. 5 6.50 0 .0 51 33 .2 32 . 9 502 .2 4 .260 16.50 0 .055 0 . 9 Pipe: 30 0 . 0 0 . 0 10 . 00 120 0 . 1 51 33 .2 32 . 9 247 . 1 lA B4 .000 ---- 0 .00 0 . 0 52 33 .2 32 . 8 247 . 1 4 .260 10. 00 0 .015 0 . 1 Pipe : 31 0 . 0 0 . 0 282. 00 120 3 .2 21 33 .2 40 . 9 96 .2 42 G3 . 000 4T: 87 .4 87 .36 0 . 0 41 33 .2 37 . 7 96.2 3 .314 369.36 0 .009 3 .2 Pipe : 32 0 . 0 180 .2 43 286. 00 120 2 . 8 22 33 .2 40 .5 -96.2 41 G3 .000 4E: 40 . 8 128 . 12 0 .0 42 33 .2 37 .7 84 . 0 3.314 4T: 87 . 4 414 . 12 0 .007 2 . 8 )ipe: 33 0 . 0 264 . 0 44 282 . 00 120 2 .5 23 33 .2 40 . 1 -180 .2 42 G3 . 000 4T: 87 . 4 87 . 36 0 . 0 43 33 .2 37 . 6 83 . 8 3 . 314 369. 36 0 . 007 2 .5 Pipe: 34 0 . 0 342 . 9 45 282 . 00 120 2 .2 24 33 .2 39. 7 -264 . 0 43 G3 . 000 4T: 87 . 4 87 . 36 0 . 0 44 33 .2 37 . 4 78 . 9 3 . 314 369. 36 0 . 006 2 .2 Pipe: 35 0 . 0 419. 8 46 282.00 120 2 . 1 25 33 .2 39 . 3 -342 . 9 44 G3. 000 4T: 87 .4 87 . 36 0 . 0 45 33 .2 37 . 1 76 . 9 3 . 314 369.36 0 .006 2 . 1 Pipe : 36 0 . 0 497 . 8 47 282 .00 120 2 .2 26 33 .2 39. 0 -419. 8 45 G3.000 4T: 87 .4 87 .36 0 . 0 46 33 .2 36. 8 78 . 0 3.314 369.36 0 .006 2 .2 Pipe: 37 0 . 0 579. 6 48 282 .00 120 2 . 4 27 33 .2 38 . 7 -497 . 8 46 G3 .000 4T: 87 . 4 87 .36 0 . 0 47 33 .2 36 .3 81 . 7 3 .314 369.36 0 .006 2 . 4 Pipe: 38 0 . 0 667 . 9 49 282 .00 120 2 . 8 28 33 .2 38 . 5 -579 . 6 47 G3 .000 4T: 87 . 4 87 . 36 0 . 0 48 33 .2 35 . 7 88 . 4 3 . 314 369. 36 0 .007 2 . 8 Pipe : 39 0 . 0 759. 9 50 286. 00 120 3 .3 29 33 . 2 38 .3 -667 . 9 48 G3. 000 4E: 40 . 8 128 . 12 0 . 0 49 33 .2 35. 0 92 . 0 3.314 4T: 87 . 4 414 . 12 0 . 008 3 .3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020A'1'lUNS\D000MEN'i'S\HYL)RAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 GRID Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) N To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 0 . 0 3 .00 120 2 . 6 30 33.2 38 .2 251 .7 12A G3. 000 T:21 . 8 21 . 84 1 .3 30T 36 .2 35 . 6 251 . 7 3 .314 24 . 84 0 . 052 1 .3 25 .20 128 . 0 Disch Pipe: 41 0 . 0 166 . 00 120 9 . 8 30T 36 .2 35 . 6 123 . 7 11A G3 . 000 T:21 . 8 21 . 84 0 . 0 12A 36.2 25 . 8 251 . 7 3 . 314 187 . 84 0 .052 9. 8 Pipe: 42 25 .20 127 . 0 Disch 9 .17 120 0 .4 12A 36.2 25 . 8 -3 .4 G3 .000 2E:20 . 4 20 .38 0 . 0 11A 36.2 25 . 4 123 . 7 3 .314 29 . 55 0 .014 0 .4 Pipe: 43 25 .20 127 . 0 Disch 10 . 00 120 0 . 0 10A 36.2 25 . 4 -123.7 G3 .000 ---- 0 . 00 0 . 0 11A 36.2 25 . 4 3 . 4 3.314 10 . 00 0 . 000 0 . 0 25.20 127 . 0 Disch Pipe: 44 0 . 0 10 . 00 120 0 .2 9A 36 .2 25 . 6 3.4 11A G3 .000 ---- 0 . 00 0 . 0 10A 36.2 25 . 4 130 . 4 3. 314 10 . 00 0 . 015 0 .2 25 .20 127 .4 Disch Pipe: 45 0 . 0 85 . 83 120 8 .3 50 33.2 33 . 8 130.4 10A G3. 000 2E:20 . 4 42 .22 1 . 3 9A 36 .2 25 . 6 257 . 8 3. 314 T:21 . 8 128 . 05 0 . 054 7 . 0 Pipe: 46 0 . 0 0 . 0 3 . 00 120 2 . 6 31 33 .2 38 . 0 253 . 5 8A G3 . 000 T:21 . 8 21 . 84 1 . 3 31T 36.2 35 .4 253.5 3 . 314 24 . 84 0 . 053 1 . 3 25.20 127 .3 Disch Pipe: 47 0. 0 166.00 120 9. 9 31T 36 .2 35 . 4 126.2 7A G3. 000 T:21 . 8 21 . 84 0 . 0 8A 36 .2 25 .5 253.5 3.314 187 . 84 0 . 053 9. 9 Pipe : 48 25 .20 126. 9 Disch 10 . 00 120 0. 1 8A 36.2 25 . 5 -0 . 7 G3. 000 ---- 0 . 00 0 . 0 7A 36.2 25 . 4 126.2 3. 314 10 . 00 0 . 014 0 . 1 Pipe: 49 25 .20 126. 9 Disch 10 . 00 120 0 . 0 6A 36.2 25 .4 -126.2 G3 .000 ---- 0 . 00 0 . 0 7A 36.2 25 .4 0 .7 3 .314 10 .00 0 . 000 0 . 0 Pipe: 50 25 .20 126. 9 Disch 11 . 00 120 0.2 5A 36.2 25 .5 0.7 7A G3.000 ---- 0 . 00 0 . 0 6A 36.2 25 . 4 127 .7 3.314 11 . 00 0 . 015 0 .2 Pipe: 51 25 .20 127 .3 Disch 82 . 00 120 7 .4 51 33 .2 32 . 9 127 . 7 6A G3. 000 E: 10 .2 32 . 03 1 .3 5A 36.2 25 . 5 255. 0 3. 314 T:21 . 8 114 .03 0 . 053 6. 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID ipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) rm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Noti To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 52 0 . 0 0 .0 3. 00 120 2 . 6 32 33 .2 38 . 0 257 . 6 4A G3. 000 T:21 . 8 21 . 84 1 . 3 32T 36 .2 35 . 4 257 . 6 3. 314 24 . 84 0 .054 1 .3 Pipe : 53 25 .20 126.4 Disch 166. 00 120 10 .2 32T 36 .2 35 . 4 131 .2 3A G3 .000 T:21 . 8 21 . 84 0 . 0 4A 36 .2 25 .2 257 . 6 3 .314 187 . 84 0 .054 10 .2 Pipe: 54 25 .20 126 . 0 Disch 10. 00 120 0 .2 4A 36.2 25 .2 5 .2 2A G3. 000 ---- 0 . 00 0 . 0 3A 36.2 25 . 0 131 .2 3. 314 10 .00 0 .016 0 .2 Pipe: 55 25 .20 126 . 0 Disch 10. 00 120 0 . 0 3A 36 .2 25 . 0 -120 . 8 G3 .000 ---- 0. 00 0 . 0 2A 36 .2 25 . 0 5 .2 3 .314 10 . 00 0 .000 0 . 0 Pipe: 56 25 .20 126. 0 Disch 11 .00 120 0 . 1 lA 36 .2 25 . 1 -5 .2 G3 .000 ---- 0. 00 0 . 0 2A 36 .2 25 . 0 120 . 8 3.314 11. 00 0 .013 0 . 1 Pipe: 57 25 .20 126. 4 Disch 82 .00 120 7 . 6 52 33 .2 32 . 8 120 . 8 2A G3. 000 2T: 43 .7 43. 68 1 .3 lA 36.2 25. 1 247 .1 3. 314 125. 68 0 .050 6. 3 NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 002 gpm and a maximum imbalance at any node of 0.074 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17 . 1 ft/sec at pipe 28 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . •_ 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/9/2020ATIONS\DOCUMEN'fS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 GRID (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 4 .260 13 . 00 26. 00 8 . 00 29. 00 16.00 3 .00 26.00 26.00 26 . 00 6 . 50 6.357 18 . 00 38 . 00 11 . 00 40 . 00 13 . 00 4 .00 35. 00 35 .00 38 . 00 9. 00 8 .249 21 . 00 41 . 00 15 . 00 53 . 00 14 . 00 5 . 00 37 . 00 37 .00 41 . 00 10 . 50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45E11 8 . 390 31 . 00 59 . 00 22 . 00 76 . 00 20 . 00 7 . 00 59 . 00 15.50 12 .460 44 . 00 98 . 00 30 . 00 107 . 00 34 . 00 10 . 00 98 .00 22 . 00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyViv GatVly AlmChk DPViv NPTee ------------------------------------------------------- F F45Ell 3 .314 10 . 19 21 . 84 7 .28 23 .29 14 .56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 HYDRAULIC CALCULATIONS FOR -,\ SIERRA CONSTRUCTION CASTING OPERATIONS 1 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-3 FILE NO . CASTINGOPS-SYS1A DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: 1A REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED: 1534 . 4 GPM ALLOWANCE INSIDE HOSE: 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS: N/A IN-RACK SPRINKLERS : N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1784 .4 GPM @ 67.6 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A )WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI : 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY w vwrr rrrrrrruea�r.+� B� WASNINGTON STATE CERTIFICATE O.•COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 pPietro Qemonte j °�541-06'I�=��uL�:uel'•3 1 9 Patriot Fire Protection, Inc. 1 1 PATRIFP099CF 1 m a1 �/ la 1Z13�1Z0 A 1 Sifl nature r rr�orrrrrAMl lCJ wta®0•��!!� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSlA.SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE WATER SUPPLY ANALYSIS Static:: 82 . 00 psi Resid: 60 . 00 psi Flow: 4000 . 0 qpm 100 . 0 LEGEND 1 Available pressure 80 . 0 1 77 . 06 psi @ 1784 .4 gpm G A 2 Required pressure U 2 67 . 62 psi @ 1784 . 4 gpm G E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 S U R E ( 20 . 0 B p s i 0. 0 - -14 . 7 8 Oil 2001600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSlA.SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 TREE ,')FPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS. @ PRESS . @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 . 0 60 . 0 4000 . 0 77 .1 1784 . 4 67 . 6 Available pressure is 9.4 psi (120) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1784 . 4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1534 .4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) lA 36 .2 K=25 .20 25 . 0 126. 0 2A 36 .2 K=25 .20 25 . 1 126.3 3A 36 .2 K=25 .20 25 . 7 127 . 8 )A 36 .2 K=25.20 26 . 8 130 . 5 A 36.2 K=25.20 25 . 0 126. 1 6A 36.2 K=25 .20 25 .2 126. 4 7A 36.2 K=25 .20 25 . 7 127 . 8 8A 36.2 K=25 .20 26 . 9 130 . 6 9A 36 .2 K=25 .20 25 .2 126. 6 10A 36 .2 K=25 .20 25 . 4 126. 9 11A 36 .2 K=25 .20 25 . 9 128 .3 12A 36 .2 K=25 .20 27 . 1 131 . 1 20 33 .2 - - - - 42 . 1 - - - 21 33.2 - - - - 41 . 9 - - - 22 33 .2 - - - - 41 . 4 - - - 23 33 .2 - - - - 41 . 0 - - - 24 33 .2 - - - - 40 . 6 - - - 25 33 .2 - - - - 40 . 1 - - - 26 33 .2 - - - - 39.7 - - - 27 33 .2 - - - - 39.3 - - - 28 33 .2 - - - - 39.0 - - - 29 33 .2 - - - - 38 .7 - - - 30T 36.2 - - - - 33 . 8 - - - 30 33 .2 - - - - 38 .3 - - - 31T 36.2 - - - - 33 . 6 - - - 31 33 .2 - - - - 38 . 0 - - - 32T 36 .2 - - - - 33 . 5 - - - 32 33 .2 - - - - 37 . 9 - - - 41 33 .2 - - - - 39 . 8 - - - 42 33 .2 - - - - 39 . 8 - - - 3 - - - -33 .2 39 . 4 33 .2 39 . 7 - - - 45 33 .2 - - - - 39. 6 - - - 46 33 .2 - - - - 39. 4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA.SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 47 33 .2 - - - - 39.2 - - - 48 33 .2 - - - - 39.0 - - - 49 33 .2 - - - - 38 . 8 - - - 50 33 .2 - - - - 38 . 6 - - - 51 33 .2 - - - - 38 .4 - - - 52 33 .2 - - - - 38 .3 - - - RT1 30 . 1 - - - - 45 .2 - - - RH1 1.7 - - - - 59. 9 - - - DC1 1.7 - - - - 64 . 6 - - - DC2 1 .7 - - - - 61 . 6 - - - RB 0 .5 - - - - 65 .5 - - - UG1 -4 . 0 HOSE STREAM 68 . 9 250 .0 SRC 0 . 0 SOURCE 67 . 6 1784 .4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSlA. SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE - -WFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit : L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Noti To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 1 Source 250. 0 Disch 72 . 50 140 -1 .3 SRC 0 . 0 67 . 6 1534 . 4 RB D12 . 00 T: 98 . 0 108 . 00 -1 . 7 UG1 -4 . 0 68 . 9 1784 . 4 12 .460 G: 10 . 0 180 . 50 0 .002 0 .4 Pipe: 2 0 .0 0 . 0 59. 00 140 3 . 5 UG1 -4 . 0 68 . 9 1534 .4 DC1 D8 .000 T:59. 0 66. 00 1 . 9 RB 0 .5 65 .5 1534 .4 8 .390 G: 7 . 0 125 . 00 0 .012 1 .5 Pipe: 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 .5 65 .5 1534 .4 DC2 B8 . 000 E:31 . 7 31 . 73 0 .5 DC1 1 .7 64 . 6 1534 . 4 8 .249 33 . 65 0 . 011 0 . 4 Pipe: 4 0 . 0 Fixed Pressure Loss Device DC1 1 .7 64 . 6 1534 . 4 RH1 3 .0 psi, 1534 .4 gpm DC2 1 .7 61 . 6 1534 . 4 Pipe: 5 0 . 0 0 .0 12 .75 120 1 .7 DC2 1 . 7 61 . 6 1534 .4 RT1 B8 .000 2E: 42 . 0 83. 00 0 . 0 RH1 1 . 7 59. 9 1534 .4 8 .249 T:41 . 0 95 . 75 0 . 017 1 . 7 Pipe : 6 0 . 0 0. 0 T: 41 . 0 28 . 42 120 14 .7 RH1 1 . 7 59. 9 1534 . 4 20 B8 . 000 C:53 . 0 108 . 00 12 .3 )T1 30 . 1 45 .2 1534 . 4 8 .249 B: 1.4 . 0 1.36 . 42 0 . 017 2 . 4 Pipe: 7 0 . 0 0 . 0 40. 12 120 3 . 1 RT1 30 . 1 45 .2 1534 .4 21 B8 . 000 3E: 63 . 0 63 . 00 1 . 3 20 33 . 2 42 . 1 1534 .4 8 .249 103. 12 0 . 017 1 . 8 Pipe: 8 0. 0 75.2 41 3 . 54 120 0 .2 20 33 .2 42. 1 1459.2 22 B6. 000 ---- 0 .00 0 . 0 21 33 .2 41. 9 1534 .4 6. 357 3 .54 0 . 062 0 .2 Pipe: 9 0 . 0 62 . 1 42 8 .00 120 0 .5 21 33 .2 41 . 9 1397 . 1 23 B6. 000 ---- 0 .00 0 . 0 22 33 .2 41 . 4 1459.2 6. 357 8 .00 0 .056 0 .5 Pipe: 10 0 . 0 57 .3 43 8 . 00 120 0 . 4 22 33 .2 41 . 4 1339. 9 24 B6. 000 ---- 0 .00 0 . 0 23 33 .2 41 . 0 1397 . 1 6. 357 8 .00 0 .052 0 . 4 Pipe : 11 0 . 0 46. 9 44 10 .00 120 0 .5 23 33 .2 41 . 0 1293 . 0 25 B6. 000 ---- 0 .00 0 . 0 24 33 .2 40 . 6 1339. 9 6.357 10 .00 0 . 048 0 .5 Pipe: 12 0 . 0 36. 8 45 10 .00 120 0 . 4 24 33 .2 40 . 6 1256.2 26 B6. 000 ---- 0 .00 0 . 0 25 33 .2 40 . 1 1293 . 0 6 .357 10 .00 0 . 045 0 . 4 Pipe: 13 0 . 0 26. 9 46 10 .00 120 0 .4 �5 33 .2 40 . 1 1229.3 27 B6. 000 ---- 0 .00 0 . 0 ` 26 33 .2 39 . 7 1256.2 6. 357 10 .00 0 . 043 0 .4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSlA.SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 TREE Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) D To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 14 0.0 18 .5 47 8 . 00 120 0 . 3 26 33 .2 39.7 1210 . 9 28 B6.000 ---- 0 . 00 0 . 0 27 33 .2 39.3 1229 .3 6.357 8 .00 0 . 041 0 . 3 Pipe: 15 0 . 0 7 .5 48 8. 00 120 0 . 3 27 33 .2 39 .3 1203.3 29 B6.000 ---- 0 .00 0 . 0 28 33 .2 39 . 0 1210 . 9 6.357 8 . 00 0 .040 0 .3 Pipe: 16 0 . 0 1215 . 8 30 8 .00 120 0 .3 28 33 .2 39 . 0 -12 .5 30 B6. 000 ---- 0 . 00 0 . 0 29 33 .2 38 . 7 1203 .3 6 . 357 8.00 0 . 039 0 .3 Pipe: 17 0 . 0 410 .2 30T 10 . 00 120 0 . 4 29 33 .2 38 .7 805 . 6 31 B6. 000 ---- 0 .00 0 . 0 30 33 .2 38 .3 1215. 8 6.357 10 . 00 0 . 040 0 . 4 Pipe: 18 0 . 0 403 . 1 31T 10 .00 120 0 . 4 30 33 .2 38 .3 402 .5 32 B6. 000 F: 9. 0 9.00 0 . 0 31 33 .2 38 . 0 805. 6 6.357 19. 00 0 . 019 0 . 4 Pipe: 19 0 . 0 0 . 0 10 .00 120 0 . 1 31 33 .2 38 . 0 402 . 5 32T B6. 000 ---- 0 .00 0 . 0 32 33 .2 37 . 9 402 .5 6. 357 10 . 00 0 . 005 0 . 1 Pipe: 20 0 . 0 137 .3 43 8.00 120 0 .0 41 33 . 2 39 . 8 -62 . 1 22 B4 . 000 ---- 0 .00 0 . 0 �� 1 4 260 8 00 0 . 002 0. 0 42 33 .41 J 7 V !J G .G V Pipe: 21 0 . 0 194 . 6 44 8.00 120 0 . 0 42 33 .2 39. 8 -57 . 3 23 B4 .000 ---- 0 .00 0 . 0 43 33 .2 39. 8 137 . 3 4 .260 8 .00 0 . 005 0 .0 Pipe: 22 0 . 0 241 .4 45 10 . 00 120 0 . 1 43 33 .2 39 . 8 -46 . 9 24 34 . 000 -- 0 . 00 0 . 0 44 33 .2 39 . 7 194 . 6 4 .260 10 . 00 0 .010 0 . 1 Pipe: 23 0 . 0 278 .3 46 10 .00 120 0 .1 44 33 .2 39. 7 -36. 8 25 B4 . 000 ---- 0.00 0 . 0 45 33 .2 39. 6 241 . 4 4 .260 10 .00 0 . 014 0 . 1 Pipe: 24 0 . 0 305 . 1 47 10 .00 120 0 .2 45 33 .2 39. 6 -26. 9 26 B4 . 000 ---- 0 .00 0 . 0 46 33 .2 39 . 4 278 .3 4 .260 10 .00 0 .018 0 .2 Pipe: 25 0 . 0 323 . 6 48 8 . 00 120 0 .2 46 33 .2 39 . 4 -18 .5 27 B4 . 000 ---- 0. 00 0 . 0 47 33 .2 39 .2 305 . 1 4 .260 8.00 0 . 022 0 .2 Pipe: 26 0 . 0 331 . 1 49 8 .00 120 0 .2 47 33 .2 39.2 -7 . 5 28 B4 .000 ---- 0 .00 0 .0 48 33 .2 39. 0 323 . 6 4 .260 8 .00 0 .024 0 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSlA.SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 TREE �ipe Tag K-fac Add F1 Add F1 To Fit : L C (Pt) rm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot. (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 27 0 . 0 12 . 5 29 8 . 00 120 0 .2 48 33 .2 39 . 0 318 . 7 50 B4 .000 ---- 0 .00 0 . 0 49 33 .2 38 . 8 331 . 1 4 .260 8 .00 0 . 025 0 .2 Pipe: 28 0 . 0 102 . 7 30T 10 . 00 120 0 .2 49 33 .2 38 . 8 216. 0 51 B4 . 000 ---- 0 .00 0 . 0 50 33 .2 38 . 6 318 . 7 4 .260 10 .00 0 . 024 0 .2 Pipe: 29 0 . 0 107 . 9 31T 10 . 00 120 0 .2 50 33 .2 38 . 6 108 . 1 52 B4 .000 F: 6 . 5 6. 50 0 . 0 51 33 .2 38 . 4 216. 0 4 .260 16.50 0 . 012 0 .2 Pipe: 30 0 . 0 0 . 0 10 .00 120 0 . 0 51 33.2 38 . 4 108 . 1 32T B4 . 000 ---- 0 . 00 0 . 0 52 33 .2 38 . 3 108 . 1 4 .260 10 . 00 0 . 003 0 .0 Pipe : 31 0 . 0 0. 0 282 .00 120 2 . 1 21 33 .2 41 . 9 75.2 42 G3 .000 4T: 87 .4 87 .36 0 . 0 41 33 .2 39. 8 75.2 3 .314 369.36 0 .006 2 . 1 Pipe: 32 0 . 0 137 . 3 43 286.00 120 1 . 6 22 33 .2 41 .4 -75 .2 41 G3. 000 4E: 40 . 8 128 .12 0 . 0 42 33 .2 39. 8 62 . 1 3. 314 4T: 87 . 4 414 . 12 0 .004 1 . 6 )ipe: 33 0 . 0 194 . 6 44 282 . 00 120 1 .2 23 33 .2 41 .0 -137 . 3 42 G3. 000 4T: 87 .4 87 . 36 0 .0 43 33 .2 39 . 8 57 . 3 3 . 314 369. 36 0 . 003 1 .2 Pipe: 34 0 . 0 241. 4 45 282 .00 120 0 . 9 24 33 .2 40 . 6 -194 . 6 43 G3 .000 4T: 87 .4 87 . 36 0 . 0 44 33 .2 39.7 46. 9 3. 314 369. 36 0 .002 0 . 9 Pipe: 35 0 . 0 278 .3 46 282 .00 120 0 .5 25 33 .2 40 . 1 -241 . 4 44 G3 . 000 4T: 87 .4 87 .36 0 . 0 45 33 .2 39 . 6 36. 8 3 . 314 369.36 0 .001 0 . 5 Pipe: 36 0 . 0 305 . 1 47 282 .00 120 0 .3 26 33 .2 39 .7 -278 . 3 45 G3 . 000 4T: 87 .4 87 .36 0 . 0 46 33 .2 39.4 26. 9 3 .314 369.36 0 .001 0 . 3 Pipe: 37 0 . 0 323. 6 48 282 .00 120 0 .2 27 33.2 39 .3 -305. 1 46 G3 .000 4T: 87 . 4 87 .36 0 . 0 47 33 .2 39 .2 18 .5 3 .314 369. 36 0 .000 0 .2 Pipe: 38 0 . 0 331 . 1 49 282 . 00 120 0 . 0 28 33 .2 39 . 0 -323 . 6 47 G3 . 000 4T: 87 . 4 87 . 36 0 . 0 48 33 .2 39 . 0 7 . 5 3 .314 369. 36 0 .000 0 . 0 Pipe: 39 0 . 0 1215. 8 30 286. 00 120 0 . 1 49 33 .2 38 . 8 -1203.3 28 G3 .000 4E: 40 . 8 128. 12 0 . 0 29 33 .2 38 . 7 12 . 5 3 .314 4T: 87 .4 414 . 12 0 . 000 0 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA. GDF JOB TITLE: SIERRA CASTING OPS SYS . 1 TREE Pipe Tag K-fac Add F1 Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) A To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 512 . 9 12A 283. 00 120 4 .7 50 33 .2 38 . 6 -410 .2 30 G3. 000 2E:20 . 4 64 . 06 1 . 3 30T 36 .2 33 . 8 102 .7 3 .314 2T: 43 . 7 347 .06 0 .010 3 .4 Pipe: 41 0 . 0 510 . 9 8A 279. 00 120 4 . 8 51 33 .2 38 . 4 -403 .1 31 G3. 000 2T: 43 .7 43 . 68 1 .3 31T 36 .2 33 . 6 107 . 9 3 .314 322 . 68 0 . 011 3 . 5 Pipe: 42 0 . 0 510 . 6 4A 279.00 120 4 . 8 52 33 .2 38 . 3 -402 .5 32 G3 .000 2T:43 .7 43. 68 1 .3 32T 36 .2 33 . 5 108 . 1 3 .314 322 . 68 0 . 011 3 . 5 Pipe : 43 0 . 0 512 . 9 12A 3. 00 120 4 . 5 30 33 .2 38 . 3 -102 . 7 50 G3 .000 T:21 . 8 21 . 84 1.3 30T 36 .2 33 . 8 410 .2 3 .314 24 . 84 0 . 128 3 .2 25 .20 131 . 1 Disch Pipe: 44 0 . 0 13. 00 120 6. 8 30T 36.2 33 . 8 381 . 8 11A G3. 000 T:21 . 8 21 . 84 0 . 0 12A 36.2 27 . 1 512 . 9 3 . 314 34 . 84 0 . 194 6. 8 25 .20 128 . 3 Disch Pipe: 45 0 . 0 10 .00 120 1 . 1 12A 36 .2 27 . 1 253 .5 10A G3 . 000 ---- 0 . 00 0 . 0 11A 36 .2 25 . 9 381 . 8 3 .314 10 . 00 0 . 112 1 .1 25 .20 126. 9 Disch Pipe: 46 0 . 0 11 . 00 120 0 . 6 11A 36.2 25 . 9 126. 6 9A G3 . 000 ---- 0 . 00 0. 0 10A 36.2 25 . 4 253.5 3 .314 11 . 00 0 . 053 0. 6 Pipe: 47 25 .20 126. 6 Disch 9. 00 120 0 . 1 10A 36.2 25 .4 0 . 0 G3 .000 ---- 0 .00 0 . 0 9A 36.2 25 .2 126. 6 3. 314 9. 00 0 .015 0 . 1 Pipe: 48 0.0 510 . 9 8A 3.00 120 4 .4 31 33 .2 38.0 -107 . 9 51 G3. 000 T:21 . 8 21. 84 1 . 3 31T 36 .2 33. 6 403. 1 3 . 314 24.84 0 . 124 3. 1 25 .20 130 . 6 Disch Pipe: 49 0 . 0 13 . 00 120 6.7 31T 36.2 33 . 6 380 . 3 7A G3 . 000 T:21 . 8 21 . 84 0 . 0 8A 36 .2 26 . 9 510 . 9 3 .314 34 . 84 0 . 193 6.7 Pipe : 50 25 .20 127 . 8 Disch 10 .00 120 1 . 1 8A 36 .2 26 . 9 252 .5 6A G3. 000 ---- 0 .00 0 . 0 7A 36.2 25 . 7 380 . 3 3 .314 10 . 00 0 . 112 1 . 1 Pipe: 51 25 .20 126. 4 Disch 11 . 00 120 0 . 6 7A 36.2 25 .7 126. 1 5A G3 . 000 ---- 0 . 00 0 . 0 6A 36.2 25 .2 252 . 5 3 .314 11 . 00 0 .052 0 . 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSlA.SDF JOB TITLE: SIERRA CASTING OPS SYS . 1 TREE ipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) rm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node E1 (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 52 25 .20 126. 1 Disch 9. 00 120 0 . 1 6A 36 .2 25 .2 0 . 0 G3 . 000 ---- 0 . 00 0 . 0 5A 36 .2 25 . 0 126. 1 3 .314 9.00 0 .014 0 . 1 Pipe : 53 0 . 0 510 . 6 4A 3 . 00 120 4 . 4 32 33 .2 37 . 9 -108 . 1 52 G3 . 000 T:21 . 8 21 . 84 1 .3 32T 36 .2 33 .5 402 . 5 3 . 314 24 . 84 0 . 124 3 . 1 Pipe : 54 25 .20 130 . 5 Disch 13. 00 120 6. 7 32T 36 .2 33 .5 380 . 1 3A G3 .000 T:21 . 8 21 . 84 0 . 0 4A 36 .2 26. 8 510 . 6 3 .314 34 . 84 0 . 192 6.7 Pipe: 55 25 .20 127 . 8 Disch 10 . 00 120 1 . 1 4A 36 .2 26. 8 252 .3 2A G3 . 000 ---- 0 .00 0 . 0 3A 36.2 25 . 7 380 . 1 3 . 314 10.00 0 . 111 1 . 1 Pipe : 56 25 .20 126. 3 Disch 11. 00 120 0 . 6 3A 36 .2 25 .7 126. 0 lA G3 .000 ---- 0 . 00 0 . 0 2A 36.2 25 . 1 252 . 3 3 .314 11 . 00 0 . 052 0 . 6 Pipe : 57 25 .20 126. 0 Disch 9.00 120 0 . 1 2A 36 .2 25 . 1 0 . 0 G3. 000 ---- 0. 00 0 . 0 lA 36 .2 25 . 0 126. 0 3. 314 9. 00 0 .014 0 . 1 NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 001 gpm and a maximum imbalance at any node of 0 . 068 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19. 1 ft/sec at pipe 44 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . ,f1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/9/202UTIONS\llUC;UMEN'1'S\HYDRAULIC CALCULATIONS\CASTINGOP-SYSlA.SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee -------------------------------------------------------- F F45Ell 4 .260 13 . 00 26 . 00 8.00 29 . 00 16. 00 3 . 00 26. 00 26.00 26 . 00 6.50 6 . 357 18 .00 38 . 00 11 .00 40 . 00 13 . 00 4 . 00 35 . 00 35. 00 38 . 00 9 .00 8 .249 21 . 00 41 . 00 15. 00 53. 00 14 . 00 5 . 00 37 . 00 37 . 00 41 . 00 10 . 50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 8 .390 31 . 00 59 . 00 22 .00 76. 00 20 . 00 7 . 00 59. 00 15.50 12 . 460 44 . 00 98 . 00 30 .00 107 . 00 34 .00 10 .00 98 . 00 22 . 00 PAGE : G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyViv Ga.t.Vly AlmChk DPViv NPTee -------------------------------------------------------- F45Ell 3 . 314 10 .19 21 . 84 7 .28 23 .29 14 .56 1 .46 18 . 93 18 . 93 21 . 84 5 .10 HYDRAULIC CALCULATIONS FOR - SIERRA CONSTRUCTION CASTING OPERATIONS 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-4 FILE NO . CASTINGOPS-SYS2 DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: FP-4 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED: 1518 . 9 GPM ALLOWANCE INSIDE HOSE: 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS : N/A IN-RACK SPRINKLERS : N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1768 . 9 GPM @ 67.7 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A )WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI : 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY NGTON lrrrr AT FIRE PROTECT""SP C NKLER STEMS CERTIFICATE O� YS 0 1 Pietro Demonte Leuel 3 1 5541-061O=G-- - 1 Patriot Fire Protection,Inc. «I I PATRIFP099CF AI oI ExPlrna I I YU �0^lI^� 12111120 I I I�nnture 1.� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID WATER SUPPLY ANALYSIS Static; 82 . 00 psi Resid: 60 . 00 psi Flow: 4000 . 0 qpm 100.0 LEGEND 1 Available pressure 80 .0 1 77 . 14 psi @ 1768. 9 gpm G A 2 Required pressure U 2 67 . 74 psi @ 1768. 9 gpm G E 60. 0 _ A. Source Supply Curve P / B. System Demand Curve R E it S 40. 0 I S U R E ( 20 .0 B P s i 0.0 --- -14 .7 801120016002000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID -NTPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 .0 60 . 0 4000 .0 77 . 1 1768 . 9 67 . 7 Available pressure is 9. 4 psi (120) greater than required pressure . AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1768 . 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM OTHER HOSE STREAM ALLOWANCES 250 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1518 . 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) lA 36. 4 K=25 .20 25 .2 126 . 4 2A 36. 4 K=25.20 25 . 0 126. 0 3A 36. 4 K=25.20 25 . 0 126 . 0 3A 36 . 4 K=25.20 25 . 1 126 .3 A 36 . 4 K=25.20 25 .2 126. 6 6A 36 . 4 K=25.20 25 . 1 126 .2 7A 36 . 4 K=25 .20 25 . 1 126 .2 8A 36 . 4 K=25 .20 25 .2 126 . 5 9A 36. 4 K=25 .20 25 . 6 127 .5 10A 36. 4 K=25 .20 25 . 4 127 . 0 11A 36. 4 K=25 .20 25 . 4 127 . 0 12A 36. 4 K=25.20 25 . 5 127 .3 19 33 . 4 - - - - 42 . 1 - - - 20 33 . 4 - - - - 39 . 6 - - - 21 33 . 4 - - - - 39 . 6 - - - 22 33 . 4 - - - - 39 . 5 - - - 23 33 . 4 - - - - 39. 4 - - - 24 33 . 4 - - - - 39.2 - - - 25 33 .4 - - - - 39 . 0 - - - 26 33 . 4 - - - - 38 . 9 - - - 27 33 . 4 - - - - 38 . 8 - - - 28 33 . 4 - - - - 38 .7 - - - 29 33 . 4 - - - - 38 .7 - - - 30 33 . 4 - - - - 38 . 6 - - - 31 33 .4 - - - - 38 . 6 - - - 31T 36 . 4 - - - - 36 . 1 - - - 32 33 . 4 - - - - 38 . 6 - - - 32T 36. 4 - - - - 34 . 4 - - - 33 33 . 4 - - - - 38 . 5 - - - 33T 36. 4 - - - - 34 . 4 - - - 1 33 .4 - - - - 37 . 6 2 33 . 4 - - - - 37 . 6 - - - 43 33 . 4 - - - - 37 . 6 - - - 44 33 . 4 - - - - 37 .5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 45 33.4 - - - - 37 .2 - - - 46 33. 4 - - - - 36 . 9 - - - 47 33 .4 - - - - 36. 6 - - - 48 33 .4 - - - - 36.1 - - - 48A 33 .4 - - - - 35. 9 - - - 48B 36. 4 - - - - 34 . 9 - - - 49 33 . 4 - - - - 35 .3 - - - 50 33 .4 - - - - 34 .3 - - - 51 33 .4 - - - - 33 . 1 - - - 52 33 . 4 - - - - 32 .5 - - - 53 33. 4 - - - - 32 .3 - - - RT2 28 . 1 - - - - 46.7 - - - RH2 1 . 7 - - - - 60 . 4 - - - DC1 1 . 7 - - - - 65 .1 - - - DC2 1 .7 - - - - 62 .1 - - - RB 0 . 5 - - - - 66. 0 - - - UG1 -4 . 0 HOSE STREAM 69.1 250 . 0 SRC 0 . 0 SOURCE 67 .7 1768 . 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID -1 jFPA PIPE DATA Pipe Tag K-fac Add F1 Add Fl To Fit : L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Note To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 1 Source 250 . 0 Disch 72 . 50 140 -1 .3 SRC 0. 0 67 . 7 1518 . 9 RB D12 .00 T: 98 . 0 108 .00 -1 . 7 UG1 -4. 0 69. 1 1768 . 9 12 .460 G: 10 . 0 180 .50 0 . 002 0 . 4 Pipe: 2 0 . 0 0. 0 29. 00 140 3 . 1 UG1 -4. 0 69. 1 1518 . 9 DC1 D8.000 T:59. 0 66.00 1 . 9 RB 0 . 5 66. 0 1518 . 9 8 .390 G: 7 . 0 95 .00 0 . 012 1 . 1 Pipe : 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 .5 66. 0 1518 . 9 DC2 B8 . 000 E:31 . 7 31 . 73 0 . 5 DC1 1 . 7 65 . 1 1518 . 9 8 .249 33 . 65 0 . 011 0 . 4 Pipe: 4 0 . 0 Fixed Pressure Loss Device DC1 1 .7 65 . 1 1518 . 9 RH2 3 . 0 psi, 1518 . 9 gpm DC2 1 .7 62 . 1 1518 . 9 Pipe: 5 0 . 0 0 . 0 14 .42 120 1 . 7 DC2 1 . 7 62 . 1 1518 . 9 RT2 B8 . 000 2E: 42 .0 83.00 0 . 0 RH2 1 . 7 60 . 4 1518 . 9 8 .249 T: 41 . 0 97 . 42 0 . 017 1 .7 Pipe: 6 0 . 0 0 . 0 T: 41 . 0 26. 42 120 13 . 7 -RH2 1 . 7 60 . 4 1518 . 9 19 B8 . 000 C: 53 . 0 108 .00 11 . 4 X2 28 . 1 46 . 7 1518 . 9 8 . 249 B: 14 . 0 134 .42 0 . 017 2 . 3 Pipe: 7 0 . 0 0 . 0 53 .00 120 4 . 6 RT2 28 . 1 46. 7 1518 . 9 20 B8 . 000 4E: 84 . 0 84 .00 2 . 3 19 33 . 4 42 . 1 1518 . 9 8 .249 137 .00 0 . 017 2 . 3 Pipe: 8 0 . 0 0. 0 110 .58 120 2 .4 19 33 .4 42 . 1 1518 . 9 21 B8. 000 E:21 . 0 31 .50 0 . 0 20 33 . 4 39. 6 1518 . 9 8.249 F: 10 . 5 142 . 08 0 . 017 2 . 4 Pipe: 9 0 . 0 65 . 6 41 3. 00 120 0 . 1 20 33 . 4 39. 6 1453.3 22 B8 . 000 ---- 0 . 00 0 . 0 21 33 . 4 39. 6 1518 . 9 8 .249 3. 00 0 . 017 0 . 1 Pipe: 10 0. 0 69. 8 42 8 .00 120 0 . 1 21 33 . 4 39. 6 1383 . 6 23 B8 .000 ---- 0 .00 0 . 0 22 33 . 4 39.5 1453 .3 8 .249 8 . 00 0 . 016 0 . 1 Pipe: 11 0 . 0 68 .2 43 8. 00 120 0 . 1 22 33 . 4 39.5 1315 .4 24 B8 . 000 ---- 0. 00 0 . 0 23 33 . 4 39.4 1383. 6 8 .249 8 . 00 0 . 014 0. 1 Pipe: 12 0 . 0 68 . 8 44 10 . 00 120 0 . 1 23 33 . 4 39. 4 1246. 6 25 B8 . 000 ---- 0 . 00 0 . 0 24 33 . 4 39.2 1315 . 4 8 .249 10 . 00 0 . 013 0 . 1 Dipe: 13 0 . 0 68. 7 45 10 .00 120 0 .2 4 33 .4 39 .2 1178 . 0 26 B8 . 000 F: 10 .5 10 .50 0 . 0 25 33 . 4 39 . 0 1246. 6 8 .249 20 .50 0 . 012 0 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP SYS2 .SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 GRID Pipe Tag K-fac Add F1 Add Fl To Fit : L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) P To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 14 0.0 74 .3 46 10.00 120 0 . 1 25 33 . 4 39. 0 1103 .7 27 B8 . 000 ---- 0 . 00 0 . 0 26 33 . 4 38. 9 1178 . 0 8 .249 10. 00 0 . 011 0 . 1 Pipe: 15 0 . 0 77 . 8 47 8 . 00 120 0 . 1 26 33 .4 38 . 9 1025 . 9 28 B8 .000 ---- 0.00 0 . 0 27 33 . 4 38 . 8 1103 . 7 8 .249 8 . 00 0 . 009 0 . 1 Pipe: 16 0 . 0 89.3 48B 8 .00 120 0 . 1 27 33 . 4 38 . 8 936 . 6 29 B8 .000 ---- 0 . 00 0 . 0 28 33 .4 38 .7 1025 . 9 8 .249 8 . 00 0 .008 0 . 1 Pipe: 17 0 .0 94 .7 49 8 . 00 120 0 . 1 28 33 . 4 38.7 841 . 9 30 B8 .000 ---- 0 .00 0 . 0 29 33 . 4 38 .7 936. 6 8 .249 8 . 00 0 . 007 0 . 1 Pipe : 18 0 . 0 110 .5 50 10 . 00 120 0 . 1 29 33 . 4 38 .7 731 . 4 31 B8 . 000 ---- 0 . 00 0 . 0 30 33 . 4 38 . 6 841 . 9 8 .249 10 . 00 0 .006 0 . 1 Pipe: 19 0 . 0 242 .2 31T 10 . 00 120 0 . 0 30 33 . 4 38 . 6 489.2 32 B8 .000 ---- 0 .00 0. 0 31 33 . 4 38 . 6 731 . 4 8 .249 10 .00 0 . 004 0 . 0 Pine: 20 0 . 0 244 .3 32T 10 .00 120 0. 0 31 33 . 4 38 . 6 245 . 0 33 B8 .000 ----- 0 . 00 0 . 0 no c ADQ n 1n 00 0 . 002 0 . 0 32 33 . 4 .JO . V n u J .a 2�40 Pipe: 21 0 . 0 0 . 0 8 . 00 120 0. 0 32 33 .4 38 . 6 245. 0 33T B8 .000 ---- 0 .00 0. 0 33 33 . 4 38 .5 245. 0 8 .249 8 .00 0 . 001 0 . 0 Pipe: 22 0 .0 135 . 4 43 8 . 00 120 0 . 0 41 33 . 4 37 . 6 -69. 8 22 B4 . 000 ---- 0 . 00 0 . 0 42 33 . 4 37. 6 65 . 6 4 .260 8 . 00 0 . 001 0 . 0 Pipe: 23 0.0 203 . 6 44 8 . 00 120 0. 0 42 33 . 4 37. 6 -68 .2 23 B4 .000 ---- 0 . 00 0 . 0 43 33 . 4 37. 6 135 . 4 4 .260 8 . 00 0 . 005 0 . 0 Pipe: 24 0 .0 272 . 3 45 10 . 00 120 0 . 1 43 33 . 4 37 . 6 -68 . 8 24 B4 . 000 ---- 0 .00 0. 0 44 33 .4 37. 5 203 . 6 4 .260 10 . 00 0 . 010 0. 1 Pipe: 25 0 . 0 341 . 0 46 10 . 00 120 0 . 3 44 33 . 4 37 .5 -68 .7 25 B4 .000 F: 6.5 6. 50 0 .0 45 33 . 4 37 .2 272 .3 4 .260 16. 50 0 .018 0 .3 Pipe: 26 0 . 0 415 .2 47 10 .00 120 0.3 45 33 .4 37 .2 -74 . 3 26 B4 . 000 ---- 0 . 00 0 . 0 46 33 .4 36. 9 341 . 0 4 .260 10 . 00 0 . 027 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID -)ipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) rm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 27 0 . 0 493 . 0 48 8 . 00 120 0 .3 46 33 .4 36 . 9 -77 . 8 27 B4 . 000 ---- 0 . 00 0 . 0 47 33 .4 36. 6 415.2 4 .260 6 . 00 0 .039 0 . 3 Pipe: 28 0 . 0 520 . 0 48A 10.00 120 0 .5 47 33 .4 36. 6 -27 . 0 48B B4 . 000 ---- 0.00 0 . 0 48 33 .4 36. 1 493 . 0 4 .260 10.00 0 .053 0 .5 Pipe: 29 0 . 0 582 .3 49 4 . 00 120 0 .2 48 33 .4 36. 1 -62 .3 48B B4 . 000 ---- 0 . 00 0 . 0 48A 33 . 4 35 . 9 520 . 0 4 .260 4 .00 0 . 059 0 .2 Pipe : 30 0 . 0 677 .0 50 8 . 00 120 0 . 6 48A 33 . 4 35 . 9 -94 .7 29 B4 .000 ---- 0 .00 0 . 0 49 33 . 4 35 .3 582 .3 4 .260 8 .00 0 . 072 0 . 6 Pipe : 31 0 . 0 787 .5 51 10 . 00 120 1 . 0 49 33 . 4 35 .3 -110 .5 30 B4 . 000 ---- 0 .00 0 . 0 50 33 . 4 34 .3 677 . 0 4 .260 10 .00 0 . 095 1 . 0 Pipe : 32 0 . 0 266.7 9A 10 . 00 120 1 . 3 50 33 . 4 34 .3 520 . 9 52 B4 . 000 ---- 0 .00 0 . 0 51 33 . 4 33 . 1 787 . 5 4 .260 10 . 00 0 . 126 1 . 3 )ipe: 33 0 . 0 261 . 1 5A 10 . 00 120 0 . 6 51 33 . 4 33 . 1 259. 7 53 B4 . 000 ---- 0 . 00 0 . 0 52 33 .4 32 . 5 520 . 9 4 . 260 10 . 00 0 .059 0 . 6 Pipe : 34 0 . 0 0.0 8 . 00 120 0 . 1 52 33 .4 32 .5 259.7 lA B4 . 000 ---- 0. 00 0 . 0 53 33 . 4 32 .3 259.7 4 .260 8. 00 0 . 016 0 . 1 Pipe: 35 0 . 0 0 . 0 299.00 120 1 . 9 21 33 . 4 39 . 6 65 . 6 42 G3 .000 2E:20 . 4 151 .42 0 . 0 41 33 . 4 37 . 6 65 . 6 3 . 314 6T131 . 0 450 .42 0 .004 1 . 9 Pipe : 36 0 . 0 135 .4 43 291 .00 120 1 . 8 22 33 . 4 39.5 -65 . 6 41 G3. 000 4T: 87 . 4 87 .36 0 . 0 42 33 . 4 37 . 6 69. 8 3 . 314 378 .36 0 .005 1. 8 Pipe: 37 0. 0 203. 6 44 291 .00 120 1 . 8 23 33 .4 39.4 -135.4 42 G3. 000 4T: 87 . 4 87 .36 0 . 0 43 33 . 4 37. 6 68 .2 3.314 378 .36 0 .005 1 . 8 Pipe : 38 0 . 0 272 .3 45 291 .00 120 1 .7 24 33 . 4 39 .2 -203 . 6 43 G3. 000 E: 10 .2 75 .71 0 . 0 44 33 . 4 37 .5 68 . 8 3 . 314 3T: 65 .5 366.71 0 .005 1 .7 Pipe: 39 0 . 0 341 . 0 46 291 .00 120 1 . 8 25 33 .4 39. 0 -272 .3 44 G3 .000 4T: 87 . 4 87 .36 0 . 0 5 33 . 4 37 .2 68.7 3 .314 378 .36 0 .005 1 . 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 . SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 GRID Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) A To Node E1 (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 415.2 47 293. 00 120 1 . 9 26 33 . 4 38 . 9 -341 . 0 45 G3 . 000 2E:20 .4 64 .06 0 . 0 46 33 .4 36. 9 74 .3 3 . 314 2T: 43 . 7 357 .06 0 . 005 1 . 9 Pipe: 41 0 . 0 493. 0 44 293 .00 120 2 .2 27 33 . 4 38 . 8 -415.2 46 G3 . 000 3E:30 . 6 74 .25 0 . 0 47 33 . 4 36 . 6 77 . 8 3 . 314 2T:43 . 7 367 .25 0 . 006 2 .2 Pipe: 42 0 . 0 62 . 3 48A 271 . 00 120 3 . 9 28 33 . 4 38 .7 27 . 0 48 G3 . 000 3T: 65 . 5 65. 52 1 .3 48B 36 . 4 34 . 9 89 .3 3 . 314 336 . 52 0 . 008 2 . 6 Pipe: 43 0 . 0 520. 0 48A 22 . 00 120 -1 .2 48B 36 . 4 34 . 9 -493. 0 47 G3 . 000 E: 10 .2 53 . 87 -1 .3 48 33 . 4 36. 1 27. 0 3 .314 2T: 43 .7 75 . 87 0 .001 0 . 1 Pipe: 44 0 . 0 582 . 3 49 22 . 00 120 -1 . 0 48B 36.4 34 . 9 -520 . 0 48 G3. 000 E: 10 .2 53 . 87 -1 . 3 48A 33 .4 35 . 9 62 .3 3 .314 2T: 43 . 7 75 . 87 0 . 004 0 .3 Pipe: 45 0 . 0 677 . 0 50 291 .00 120 3 . 4 29 33 .4 38 . 7 -582 . 3 48A G3 . 000 2E: 20 . 4 107 . 74 0 . 0 49 33 .4 35 . 3 94 .7 3 . 314 4T: 87 . 4 398 . 74 0 . 009 3 . 4 Pipe: 46 0 . 0 787 . 5 51 291 . 00 120 4 .3 30 33 . 4 38 . 6 -677 . 0 49 G3. 000 4T: 87 .4 87 . 36 0 . 0 50 33n , , n c -3 . 314 378 .36 0 . 011 4 . 3 Y 34 . 3 J 1 1 V J J l Pipe: 47 0 . 0 0 . 0 3. 00 120 2 .5 31 33 .4 38 . 6 242 .2 12A B3 . 000 T:20 . 0 20 . 00 1 .3 31T 36.4 36. 1 242 .2 3 . 260 23 . 00 0 . 052 1 .2 25 .20 127 .3 Disch Pipe: 48 0 . 0 196. 00 120 10 . 5 31T 36.4 36 . 1 114 . 8 11A G3.000 T:21 . 8 21. 84 0 . 0 12A 36.4 25 . 5 242 .2 3 .314 217 . 84 0 . 048 10 . 5 25 .20 127 . 0 Disch Pipe : 49 0 . 0 9 . 00 120 0 . 1 12A 36 . 4 25 .5 -12 .2 l0A G3 . 000 ---- 0 . 00 0 . 0 11A 36 . 4 25. 4 114 . 8 3 . 314 9.00 0 . 012 0 . 1 Pipe: 50 25 .20 127 . 0 Disch 10 . 00 120 0 . 0 11A 36.4 25 . 4 -114 . 9 G3. 000 ---- 0 . 00 0 . 0 10A 36.4 25 . 4 12 .2 3.314 10 . 00 0 . 000 0 . 0 Pipe: 51 25.20 127 . 0 Disch 10 . 00 120 0 .2 9A 36. 4 25 . 6 12 .2 G3 . 000 ---- 0. 00 0 . 0 10A 36 .4 25 .4 139.2 3 .314 10 .00 0 .017 0 .2 25 .20 127 .5 Disch Pipe: 52 0. 0 63 . 00 120 7 . 5 51 33 . 4 33 . 1 139.2 10A G3. 000 2T: 43 . 7 43. 68 1 . 3 9A 36.4 25 . 6 266. 7 3. 314 106. 68 0 . 058 6.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 GRID wipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) )rm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 53 0 . 0 0 . 0 33.00 120 4 . 1 32 33 .4 38 . 6 244 .3 8A B3 . 000 T:20 . 0 20 .00 1 . 3 32T 36.4 34 . 4 244 .3 3 .260 53. 00 0 . 053 2 . 8 Pipe: 54 25 .20 126.5 Disch 166.00 120 9.2 32T 36 .4 34 . 4 117 . 8 7A G3 . 000 T:21 . 8 21 . 84 0 . 0 8A 36 .4 25 .2 244 .3 3 .314 187 . 84 0 . 049 9.2 Pipe: 55 25 .20 126.2 Disch 9.00 120 0 . 1 8A 36 . 4 25 .2 -8 . 4 6A G3 . 000 ---- 0 .00 0 . 0 7A 36 . 4 25 . 1 117 . 8 3. 314 9. 00 0 . 013 0 . 1 Pipe: 56 25 .20 126.2 Disch 10 . 00 120 0 .0 7A 36 . 4 25 . 1 -117 . 8 G3 . 000 ---- 0 .00 0 . 0 6A 36 . 4 25 . 1 8 .4 3 .314 10 .00 0 . 000 0 . 0 Pipe: 57 25 .20 126.2 Disch 10 . 00 120 0 .2 5A 36. 4 25 .2 8 .4 G3 . 000 ---- 0 . 00 0 . 0 6A 36. 4 25. 1 134 .5 3 . 314 10 . 00 0 .016 0 .2 Pipe: 58 25 . 20 126. 6 Disch 63. 00 120 7 .2 52 33 .4 32 .5 134 .5 6A G3 . 000 2.T: 43 .7 43 . 68 1 . 3 5A 36 . 4 25 .2 261 . 1 3 . 314 106. 68 0 . 056 5. 9 )ipe: 59 0 . 0 0 . 0 33. 00 120 4 . 1 33 33 . 4 38 .5 245. 0 4A 33 . 000 T:2.0 . 0 20 .00 1 . 3 33T 36. 4 34 .4 245. 0 3.260 53. 00 0 . 054 2 . 8 Pipe: 60 25.20 126.3 Disch 166. 00 120 9.3 33T 36 .4 34 . 4 118 .7 3A G3. 000 T:21 . 8 21 . 84 0 .0 4A 36 .4 25 . 1 245 . 0 3. 314 187 . 84 0 . 049 9.3 Pipe: 61 25.20 126. 0 Disch 9. 00 120 0 . 1 4A 36 . 4 25 . 1 -7 . 3 2A G3 . 000 ---- 0 .00 0 . 0 3A 36. 4 25 . 0 118 . 7 3 .314 9.00 0 . 013 0 . 1 Pipe: 62 25.20 126. 0 Disch 10 .00 120 0 . 0 3A 36 . 4 25 . 0 -118 .7 G3 . 000 ---- 0 .00 0 . 0 2A 36 . 4 25 . 0 7 .3 3 .314 10 .00 0 . 000 0 . 0 Pipe: 63 25 .20 126. 0 Disch 10 .00 120 0 .2 lA 36 . 4 25 .2 7 . 3 G3. 000 ---- 0 .00 0 . 0 2A 36 . 4 25 . 0 133 . 3 3. 314 10 .00 0 . 016 0 .2 Pipe: 64 25 .20 126. 4 Disch 63 . 00 120 7 .2 53 33 . 4 32 .3 133.3 2A G3 . 000 2T:43 . 7 43 . 68 1 . 3 lA 36 .4 25 .2 259.7 3 . 314 106. 68 0 . 055 5 . 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 GRID NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 .001 gpm and a maximum imbalance at any node of 0 . 061 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17 . 7 ft/sec at pipe 32 . (4) a. System remote area HAS been proven or 'peaked' . b. Minimum pressure at any sprinkler: 25 . 000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 25 .002 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 25 . 016 psi (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 3.260 10 . 00 20 . 00 7 . 00 22 . 00 14 .00 1 . 00 18 . 00 18 . 00 20 . 00 5 .00 4 .260 13 .00 26. 00 8 . 00 29 . 00 16. 00 3 .00 26. 00 26 . 00 26. 00 6.50 8 .249 21 . 00 41 . 00 15. 00 53 . 00 14 . 00 5 . 00 37 . 00 37 . 00 41 . 00 10 .50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 GRID �AGE: D MATERIAL: DIRON HWC: 140 iameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45E11 8 . 390 31 .00 59. 00 22 .00 76. 00 20 . 00 7 .00 59. 00 15.50 12 . 460 44 .00 98 . 00 30 .00 107 . 00 34 .00 10 .00 98 . 00 22 .00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee -------------------------------------------------------- F45E11 3 . 314 10 .19 21 . 84 7 .28 23.29 14 .56 1 .46 18 . 93 18 . 93 21 . 84 5 . 10 1 Intentionally Blank HYDRAULIC CALCULATIONS FOR -'� SIERRA CONSTRUCTION CASTING OPERATIONS 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-3 FILE NO . CASTINGOPS—SYS2A DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: 2A REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED: 1532 . 5 GPM ALLOWANCE INSIDE HOSE : 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS : N/A IN—RACK SPRINKLERS : N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1782 . 5 GPM @ 66.5 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A )WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI : 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY --WASHINGTONSTATE ml A CERTIFICATE O�COMPETENCY A FIRE PROTECTION SPRINKLER SYSTEMS p pPietro Demonte 8 1-5541-0610-C Level ; Patriot Fire Protection, Inc, o PATRIFP099CF o0 B � Ivl CJ+ �^731i20 w9nnt"" ��r�lw ar�Yo raw raa na cYh SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-3YS2A.SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 TREE WATER SUPPLY ANALYSIS Static: 82 . 00 psi Resid: 60 . 00 psi Flow: 4000 . 0 gpm 100 . 0 LEGEND 80 . 0 -, 1 Available pressure 1 77 .07 psi @ 1782 .5 gpm G A 2 Required pressure U 2 66. 50 psi @ 1782 . 5 gpm G E 60. 0 A. Source Supply Curve P B, System Demand Curve. R E S 40 . 0 U R E ( 20. 0 R P s i 0. 0 �.- -14 . 7 8 Oil 2001600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 TREE --*IYPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS. @ PRESS. @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 . 0 60 . 0 4000 . 0 77 .1 1782 .5 66.5 Available pressure is 10 . 6 psi (140) greater than required pressure . AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1782 . 5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1532 .5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) lA 36 . 4 K=25 .20 25 .0 126 . 0 2A 36 . 4 K=25 .20 25 . 1 126 . 3 3A 36 . 4 K=25 .20 25 . 7 127 . 8 A 36 . 4 K=25 .20 26 . 8 130 . 5 A 36. 4 K=25 . 20 25 . 0 126 . 0 6A 36.4 K=25 .20 25 . 1 126 .4 7A 36 .4 K=25 .20 25 .7 127 . 8 8A 36 . 4 K=25 .20 26 . 8 130 .5 9A 36 . 4 K=25.20 25 .1 126 . 1 10A 36. 4 K=25.20 25 .2 126 . 5 11A 36. 4 K=25.20 25 .8 127 . 9 12A 36 .4 K=25 .20 26. 9 130 . 7 19 33 . 4 - - - - 40 . 3 - - - 20 33 . 4 - - - - 37 . 9 - - - 21 33 . 4 - - - - 37 . 8 - - - 22 33 .4 - - - - 37 . 7 - - - 23 33 .4 - - - - 37 . 6 - - - 24 33 . 4 - - - - 37 . 4 - - - 25 33 . 4 - - - - 37 . 1 - - - 26 33 . 4 - - - - 37 .0 - - - 27 33 . 4 - - - - 36. 9 - - - 28 33 .4 - - - - 36. 8 - - - 29 33 . 4 - - - - 36. 7 - - - 30 33 . 4 - - - - 36 .5 - - - 31T 36. 4 - - - - 31 . 9 - - - 31 33 .4 - - - - 36 .4 - - - 32T 36 . 4 - - - - 31 . 8 - - - 32 33 . 4 - - - - 36.4 - - - 33T 36. 4 - - - - 31 . 8 - - - 33 33 . 4 - - - - 36 . 4 - - - l 33 . 4 - _ _ - 37 . 0 _ _ _ 2 33 . 4 37 .0 43 33 . 4 - - - - 37 .0 - - - 44 33 . 4 - - - - 37 .0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP -SYS2A.SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 TREE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 45 33 .4 - - - - 36 . 9 - - - 46 33 .4 - - - - 36 . 8 - - - 47 33 . 4 - - - - 36.7 - - - 48 33 . 4 - - - - 36 . 6 - - - 48A 33 .4 - - - - 36.5 - - - 48B 36. 4 - - - - 35 . 3 - - - 49 33 . 4 - - - - 36 .4 - - - 50 33 .4 - - - - 36.3 - - - 51 33 . 4 - - - - 36. 1 - - - 52 33 . 4 - - - - 36 .0 - - - 53 33 .4 - - - - 36.0 - - - RT2 28 . 1 - - - - 45 . 0 - - - RH2 1 . 7 - - - - 58 . 8 - - - DC1 1 . 7 - - - - 63 .5 - - - DC2 1 .7 - - - - 60 .5 - - - RB 0 .5 - - - - 64 .4 - - - UG1 -4 . 0 HOSE STREAM 67 . 8 250 . 0 SRC 0 . 0 SOURCE 66 . 5 1782 .5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 TREE "FPA PIPE DATA Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Noti To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 1 Source 250 . 0 Disch 72 . 50 140 -1 . 3 SRC 0 . 0 66.5 1532 . 5 RB D12 . 00 T: 98 . 0 108 .00 -1 . 7 UG1 -4 . 0 67 . 8 1782 .5 12 .460 G: 10 . 0 180 .50 0 . 002 0 . 4 Pipe: 2 0 . 0 0 . 0 59 . 00 140 3 .4 UG1 -4 . 0 67 . 8 1532 .5 DC1 D8 . 000 T: 59. 0 66.00 1 . 9 RB 0 .5 64 . 4 1532 .5 8 . 390 G: 7 . 0 125 .00 0 . 012 1 .5 Pipe: 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 .5 64 . 4 1532 .5 DC2 B8 . 000 E:31 .7 31 . 73 0 .5 DC1 1 .7 63 .5 1532 .5 8 .249 33 . 65 0 .011 0 . 4 Pipe : 4 0. 0 Fixed Pressure Loss Device DC1 1 . 7 63 .5 1532 .5 RH2 3 . 0 psi, 1532 . 5 gpm DC2 1 . 7 60 . 5 1532 .5 Pipe: 5 0 . 0 0 . 0 14 . 42 120 1 . 7 DC2 1 . 7 60 .5 1532 .5 RT2 B8 . 000 2E: 42 . 0 83 .00 0 . 0 RH2 1 . 7 58 . 8 1532 . 5 8 .249 T: 41 . 0 97 . 42 0 . 017 1 .7 Pipe: 6 0 . 0 0 . 0 T: 41. . 0 26. 42 120 13 . 8 ')H2 1 .7 58 . 8 1532 . 5 19 B8 . 000 C: 53 . 0 1.08 . 00 11 . 4 T2 28 . 1 45. 0 1532 . 5 8 .249 B: 14 . 0 134 . 42 0 . 017 2 . 3 Pipe: 7 0 . 0 0 . 0 53 .00 120 4 .7 RT2 28 . 1 45 . 0 1532 . 5 20 B8 . 000 4E: 84 . 0 84 . 00 2 . 3 19 33 . 4 40 . 3 1532 .5 8 .249 137 . 00 0 . 017 2 .4 Pipe : 8 0.0 0 . 0 110. 58 120 2 .5 19 33 .4 40.3 1532 .5 21 B8 . 000 E:21 . 0 31 .50 0 . 0 20 33 . 4 37. 9 1532 .5 8 .249 F: 10 . 5 142 . 08 0 . 017 2 .5 Pipe: 9 0 . 0 40 .7 41 3. 00 120 0 . 1 20 33 .4 37 . 9 1491 . 8 22 B8 . 000 ---- 0. 00 0 . 0 21 33 .4 37 . 8 1532 . 5 8 .249 3. 00 0 . 017 0 . 1 Pipe: 10 0 . 0 40 . 7 42 8 . 00 120 0 . 1 21 33 . 4 37 . 8 1451 . 1 23 B8 . 000 ---- 0 . 00 0 . 0 22 33 . 4 37 .7 1491. 8 8 .249 8 . 00 0 . 016 0 . 1 Pipe: 11 0 . 0 36. 9 43 8 . 00 120 0 . 1 22 33 . 4 37 . 7 1414 .2 24 B8 . 000 ---- 0 . 00 0 . 0 23 33 . 4 37 . 6 1451 . 1 8 .249 8 . 00 0 .016 0 . 1 Pipe: 12 0 . 0 33 . 4 44 10 . 00 120 0 . 1 23 33 . 4 37 . 6 1380. 8 25 B8 . 000 ---- 0 . 00 0 . 0 24 33 . 4 37 . 4 1414 .2 8 .249 10 . 00 0 . 015 0 . 1 T'ipe: 13 0 . 0 24 .3 45 10 .00 120 0 .3 ,,`)4 33 . 4 37 . 4 1356. 5 26 B8 . 000 F: 10 .5 10 .50 0 . 0 25 33 . 4 37 . 1 1380 . 8 8 .249 20. 50 0 . 014 0 .3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 TREE Pipe Tag K-fac Add Fl Add F1 To Fit : L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) A To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 14 0 . 0 21 . 8 46 10 . 00 120 0 . 1 25 33 .4 37 . 1 1334 . 8 27 B8 . 000 ---- 0. 00 0 . 0 26 33 . 4 37 . 0 1356.5 8.249 10 . 00 0 . 014 0 . 1 Pipe: 15 0 . 0 19. 7 47 8 . 00 120 0 . 1 26 33 .4 37 . 0 1315 . 1 28 B8. 000 ---- 0 . 00 0 . 0 27 33 . 4 36 . 9 1334 . 8 8 .249 8 .00 0 . 013 0 . 1 Pipe: 16 0. 0 21 . 5 48B 8 .00 120 0 . 1 27 33 .4 36. 9 1293 . 6 29 B8 .000 ---- 0 .00 0 . 0 28 33 . 4 36.8 1315 . 1 8 .249 8 . 00 0 . 013 0 . 1 Pipe: 17 0 . 0 22 . 6 49 8 . 00 120 0. 1 28 33 .4 36. 8 1271 . 0 30 B8 . 000 ---- 0 .00 0 . 0 29 33 . 4 36 . 7 1293 . 6 8.249 8 . 00 0 . 013 0 . 1 Pipe: 18 0 . 0 25.4 50 10 .00 120 0 . 1 29 33 .4 36.7 1245 .7 31 B8 . 000 ---- 0 . 00 0 . 0 30 33 . 4 36 . 5 1271 . 0 8 .249 10 .00 0 . 012 0 . 1 Pipe: 19 0 . 0 415 . 1 31T 10 . 00 120 0 . 1 30 33 . 4 36.5 830. 6 32 B8 .000 ---- 0 . 00 0. 0 31 33 . 4 36 . 4 1245 . 7 8 .249 10 .00 0 . 012 0 . 1 Pipe: 20 0 . 0 415 . 3 32T 10. 00 120 0. 1 31 33 . 4 36. 4 415 . 3 33 B8 .000 ---- 0 .00 0 . 0 32 33 .4 36 . 4 830 . E 8 .249 10 . 00 0 .006 0 . 1 Pipe: 21 0 . 0 0 . 0 8 . 00 120 0 . 0 32 33 . 4 36.4 415. 3 33T B8 . 000 ---- 0.00 0 . 0 33 33 . 4 36.4 415 .3 8 .249 8 .00 0 . 002 0 . 0 Pipe: 22 0 . 0 81 . 3 43 8 . 00 120 0 . 0 41 33 . 4 37 . 0 -40 . 7 22 B4 . 000 ---- 0 . 00 0 . 0 42 33 . 4 37 . 0 40 .7 4 .260 8 . 00 0 . 001 0 . 0 Pipe: 23 0 . 0 118 .3 44 8 .00 120 0 . 0 42 33 . 4 37 . 0 -36. 9 23 B4 . 000 ---- 0 .00 0 . 0 43 33 . 4 37 . 0 81 .3 4 .260 8 . 00 0 .002 0 . 0 Pipe: 24 0 . 0 151 . 7 45 10. 00 120 0. 0 43 33 . 4 37 . 0 -33.4 24 B4 . 000 ---- 0 .00 0 . 0 44 33 . 4 37 . 0 118 .3 4 .260 10 .00 0 .004 0 . 0 Pipe: 25 0. 0 175 . 9 46 10 . 00 120 0. 1 44 33 . 4 37.0 -24 .3 25 B4 .000 F: 6 .5 6.50 0 . 0 45 33 . 4 36. 9 151 . 7 4 .260 16. 50 0 . 006 0 . 1 Pipe: 26 0 . 0 197 .7 47 10 .00 120 0 . 1 45 33 . 4 36. 9 -21 . 8 26 B4 . 000 ---- 0 . 00 0 . 0 46 33 . 4 36. 8 175. 9 4 .260 10 . 00 0 . 008 0 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 TREE ---'Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) lrm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 27 0 . 0 217 .4 48 8 .00 120 0 . 1 46 33 . 4 36 . 8 -19 . 7 27 B4 .000 ---- 0 . 00 0 . 0 47 33 . 4 36. 7 197 . 7 4 .260 8 . 00 0 .010 0 . 1 Pipe: 28 0. 0 1 .2 48B 10 . 00 120 0 . 1 47 33 . 4 36.7 216. 1 48A B4 . 000 ---- 0 .00 0 . 0 48 33 . 4 36. 6 217 . 4 4 .260 10 . 00 0 .012 0 . 1 Pipe: 29 0 . 0 238 . 8 49 4 . 00 120 0 . 0 48 33 . 4 36. 6 -22 . 7 48B B4 .000 ---- 0 .00 0 . 0 48A 33 . 4 36 . 5 216. 1 4 .260 4 . 00 0 .012 0 . 0 Pipe : 30 0 . 0 261 .4 50 8 . 00 120 0 . 1 48A 33 . 4 36 . 5 -22 . 6 29 B4 . 000 ---- 0 . 00 0 .0 49 33 .4 36 . 4 238 . 8 4 .260 8 .00 0 .014 0 . 1 Pipe: 31 0 . 0 286. 8 51 10 . 00 120 0 .2 49 33 . 4 36. 4 -25. 4 30 B4 .000 ---- 0. 00 0 . 0 50 33 . 4 36. 3 261 . 4 4 .260 10. 00 0 . 016 0 .2 Pipe: 32 0 . 0 96. 0 31T 10 .00 120 0 .2 50 33 . 4 36 . 3 190. 7 52 B4 . 000 ---- 0 . 00 0 . 0 51 33 . 4 36 . 1 286. 8 4 .260 10 . 00 0 . 019 0 .2 )ipe: 33 0 . 0 95 . 4 32T 10 . 00 120 0 . 1 51 33 . 4 36. 1 95 . 3 53 B4 . 000 ---- 0. 00 0 . 0 52 33 .4 36. 0 190. 7 4 .260 10 . 00 0 .009 0 . 1 Pipe: 34 0 . 0 0. 0 8 . 00 120 0 . 0 52 33 . 4 36. 0 95.3 33T B4 . 000 ---- 0 . 00 0 . 0 53 33. 4 36. 0 95.3 4 .260 8 . 00 0 . 003 0 . 0 Pipe: 35 0 . 0 0 . 0 299. 00 120 0 . 8 21 33 .4 37 . 8 40 .7 42 G3.000 2E:20 . 4 151 . 42 0 . 0 41 33 . 4 37 . 0 40 . 7 3.314 6T131 . 0 450 . 42 0 .002 0 . 8 Pipe: 36 0 . 0 81.3 43 291 . 00 120 0 .7 22 33. 4 37 .7 -40.7 41 G3.000 4T: 87 . 4 87 .36 0 . 0 42 33 . 4 37 . 0 40.7 3.314 378 .36 0 .002 0 .7 Pipe: 37 0 . 0 118 .3 44 291. 00 120 0 . 6 23 33. 4 37 . 6 -81 .3 42 G3.000 4T: 87 .4 87 . 36 0 . 0 43 33. 4 37 . 0 36. 9 3. 314 378 . 36 0 .001 0 . 6 Pipe : 38 0 . 0 151 . 7 45 291 . 00 120 0.5 24 33 . 4 37 . 4 -118 . 3 43 G3.000 E: 10 .2 75. 71 0 . 0 44 33 . 4 37 . 0 33 . 4 3.314 3T: 65 . 5 366. 71 0 . 001 0.5 Pipe: 39 0 . 0 175. 9 46 291 . 00 120 0 .3 25 33 . 4 37 . 1 -151 .7 44 G3.000 4T: 87 . 4 87 .36 0 . 0 45 33 . 4 36. 9 24 . 3 3.314 378 . 36 0 .001 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 TREE Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) P To Node E1 (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 197 .7 47 293 .00 120 0 .2 26 33 . 4 37 . 0 -175 . 9 45 G3 . 000 2E:20 . 4 64 . 06 0 . 0 46 33 . 4 36. 6 21 . 8 3. 314 2T:43 . 7 357 . 06 0 .001 0 .2 Pipe: 41 0 . 0 217 . 4 48 293. 00 120 0 .2 27 33 . 4 36 . 9 -197 . 7 46 G3. 000 E: 10 .2 75. 71 0 . 0 47 33 . 4 36 . 7 19.7 3. 314 3T: 65 .5 368 .71 0 . 000 0 .2 Pipe: 42 0 . 0 22 .7 48A 271. 00 120 1 . 5 28 33 . 4 36 . 8 -1 .2 48 G3.000 3T: 65 .5 65 .52 1 . 3 48B 36 . 4 35 .3 21 .5 3 .314 33G.52 0 .001 0 .2 Pipe: 43 0 . 0 22 . 7 48A 22 .00 120 1 . 3 48 33 . 4 36 . 6 -21 . 5 28 G3 .000 E: 10 .2 53. 87 1. 3 48B 36 . 4 35 .3 1 .2 3 .314 2T:43 . 7 75 . 87 0 . 000 0 . 0 Pipe: 44 0 . 0 238 . 8 49 22 . 00 120 -1 . 3 48B 36. 4 35 . 3 -216 . 1 48 G3 .000 E: 10 .2 53 . 87 -1 .3 48A 33 . 4 36 . 5 22 .7 3 .314 2T: 43 . 7 75 . 87 0 .001 0. 0 Pipe: 45 0 . 0 261 .4 50 291 .00 120 0 .2 29 33 . 4 36 . 7 -238 . 8 48A G3 . 000 2E :20 . 4 107 .74 0 . 0 49 33 .4 36 . 4 22 . 6 3 . 314 4T: 87 .4 398 . 74 0 . 001 0 .2 Pipe: 46 0 . 0 286. 8 51 291 . 00 120 0 . 3 30 33 . 4 36 .5 -261 . 4 49 G3 . 000 4T: 87 . 4 87 . 36 0 . 0 �� " " ' nr n 3 314 378 36 n 001 n 3 J V J J Y J V J G J Y .J Pipe: 47 0 . 0 511 .2 12A 288 . 00 120 4 .2 51 33 . 4 36 . 1 -415 . 1 31 G3 .000 2T:43 .7 43 . 68 1 .3 31T 36.4 31 . 9 96. 0 3.314 331 . 68 0 .009 2 . 9 Pipe: 48 0 . 0 510 .7 8A 288 . 00 120 4 .2 52 33 . 4 36 . 0 -415 .3 32 G3 .000 2T: 43 .7 43. 68 1 .3 32T 36 . 4 31 . 8 95 . 4 3 .314 331. 68 0 .009 2 . 9 Pipe: 49 0 . 0 510 . 6 4A 288 .00 120 4 .2 53 33 . 4 36 . 0 -415 . 3 33 G3 . 000 2T:43 . 7 43 . 68 1 .3 33T 36 . 4 31 . 8 95 .3 3 .314 331 . 68 0 . 009 2 . 9 Pipe: 50 0 . 0 511 .2 12A 3.00 120 4 . 6 31 33 . 4 36. 4 -96 . 0 51 G3 . 000 T:21 . 8 21. 84 1. 3 31T 36. 4 31 . 9 415 . 1 3 .314 24. 84 0 .131 3 . 3 25 .20 130 . 7 Disch Pipe: 51 0 . 0 4 . 00 120 5. 0 31T 36. 4 31 . 9 380 . 5 11A G3 . 000 T:21 . 8 21 . 84 0 . 0 12A 36. 4 26 . 9 511 .2 3 .314 25. 84 0 .193 5 .0 25 .20 127 . 9 Disch Pipe: 52 0 . 0 10 . 00 120 1 . 1 12A 36. 4 26 . 9 252 . 6 10A G3 . 000 ---- 0 . 00 0 . 0 11A 36. 4 25 . 8 380 . 5 3 .314 10 . 00 0 .112 1 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE: SIERRA CASTING OPS SYS . 2 TREE -T�lipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) rm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not- To Node E1 (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft. (Pf) 25 .20 126. 5 Disch Pipe: 53 0 . 0 11.00 120 0 . 6 11A 36. 4 25 . 8 126. 1 9A G3.000 ---- 0.00 0 . 0 10A 36. 4 25 .2 252 . 6 3.314 11 . 00 0 . 052 0 . 6 Pipe: 54 25 .20 126. 1 Disch 9. 00 120 0 . 1 10A 36 . 4 25 .2 0 . 0 G3 . 000 ---- 0.00 0 . 0 9A 36 . 4 25 . 1 126. 1 3 .314 9.00 0 .014 0 .1 Pipe: 55 0 .0 510 .7 8A 3. 00 120 4 . 6 32 33 . 4 36.4 -95 .4 52 G3. 000 T:21 . 8 21 . 84 1 .3 32T 36. 4 31 .8 415 .3 3.314 24 . 84 0 . 131 3 .3 Pipe: 56 25 .20 130 .5 Disch 4 .00 120 5 . 0 32T 36 . 4 31 . 8 380 .2 7A G3.000 T:21 . 8 21. 84 0 . 0 8A 36. 4 26. 8 510 .7 3.314 25. 84 0 . 193 5 . 0 Pipe: 57 25 .20 127 . 8 Disch 10 . 00 120 1 . 1 8A 36. 4 26. 8 252 . 4 6A G3.000 ---- 0 . 00 0 .0 7A 36. 4 25 . 7 380 .2 3 . 314 10.00 0 . 112 1 . 1 Pipe: 58 25 .20 126.4 Disch 11.00 120 0 . 6 7A 36. 4 25 .7 126. 0 5A G3 . 000 ---- 0 . 00 0 . 0 -JA 36. 4 25 . 1 252 . 4 3 ,314 11 . 00 0 .052 0 . 6 Pipe: 59 25 .20 126. 0 Disch 9. 00 120 0 . 1 6A 36 . 4 25 . 1 0 . 0 G3 .000 ---- 0. 00 0 .0 5A 36 . 4 25 . 0 126. 0 3. 314 9. 00 0 .014 0 . 1 Pipe: 60 0 . 0 510 . 6 4A 3. 00 120 4 . 6 33 33 . 4 36 .4 -95 .3 53 G3.000 T:21 . 8 21. 84 1 .3 33T 36. 4 31 . 8 415 . 3 3.314 24 . 84 0 .131 3 .3 Pipe : 61 25 .20 130 . 5 Disch 4 . 00 120 5 .0 33T 36 . 4 31 . 8 380 . 1 3A G3 . 000 T:21 . 8 21. 84 0 . 0 4A 36 . 4 26 . 8 510 . 6 3 .314 25. 84 0 .192 5 .0 Pipe: 62 25 .20 127 . 8 Disch 10.00 120 1 . 1 4A 36 . 4 26. 8 252 . 3 2A G3.000 ---- 0. 00 0 . 0 3A 36 . 4 25 . 7 380 . 1 3.314 10.00 0 . 111 1 . 1 Pipe: 63 25 .20 126.3 Disch 11 . 00 120 0 . 6 3A 36 . 4 25 .7 126. 0 lA G3 . 000 ---- 0. 00 0 . 0 2A 36 . 4 25 . 1 252 . 3 3 .314 11. 00 0 .052 0 . 6 Pipe: 64 25 .20 126 . 0 Disch 9. 00 120 0 . 1 2A 36 . 4 25 . 1 0 . 0 G3.000 ---- 0. 00 0 . 0 lA 36. 4 25 . 0 126. 0 3.314 9.00 0 . 014 0 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE: SIERRA CASTING 02S SYS. 2 TREE NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2019) under linense no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 001 gpm and a maximum imbalance at any node of 0 .055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19. 0 ft/sec at pipe 51 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A b N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk. DPVI-v NPTee F F45Ell 4 .260 13 . 00 26. 00 8 . 00 29 . 00 16.00 3 . 00 26. 00 26. 00 26 . 00 6.50 8 .249 21 . 00 41 . 00 15 .00 53 . 00 14 . 00 5 .00 37 . 00 37 . 00 41 . 00 10 . 50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45E11 8 .390 31 . 00 59. 00 22 . 00 76 . 00 20 .00 7 . 00 59. 00 15 .50 12 . 460 44 .00 98 . 00 30 . 00 107 . 00 34 .00 10 . 00 98 . 00 22 . 00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee -------------------------------------------------------- F F45Ell 3 .314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 2707 QATRIOT Tacoma,WA East Fire Sprinklers Save Lives! Tacoma, A 9e424 J FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 terra Constructmion Cast"ing O 6108188t" Street N.E. Arlington, WA 98223 SWAY BRACE CALCULATIONS Patriot Project No. 11-2260 Contractor SIERRA CONSTRUCTION 14800 N.E. WOODINVILLE WAY WOODINVILLE, WA 98072 VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRI FP099CF Irttefitienally Blank TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. 'rroject Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 IF1 �ta� 6108 188TH ST. NE Phone: 253-926-2290 PbnmdngBusioessftAdM* ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCO TM Brace Components Maximum Brace Length 7'0"(2.134 mZ ,_ TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 _ Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 See Fastener Information "Calculation Based on CONCENTRIC Loading Angle of Brace 45' Min. —_ 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"(11 mm) — Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs(594 kg)_ TOLCO FIG. 98 UNIVERSAL SWAY BRACE -- ATTACHMENT Fastener Information STEEL PIPE Orientation to Connecting Surface NFPAType B i Fastener i i Type KB-TL —+ Diameter 1/2" Length 3 1/4" TOLCO FIG. 1001 — - -- FAST CLAMP Maximum Load 2620 Ibs (1188 kg) Brace Identification on Plans SB-1 6"RISER TO WALL Prying Factor Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 140 ft(12.2 m) 140 ft(12.2 m) 123.03 lb/ft(34.27 kg/m) 921 Ibs(418 kg) Subtotal Weight 921 Ibs(418 kg) Wp(incl. 15%) 1059 Ibs(480 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 561 Ibs(255 kg) 6" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) (TOLBracel"Version 81 Use of TOLBraceTO is subject to terms and conditions per the end user license agreement TOLBrace'r," Seismic Calculations SIERRA CASTING OPS Job#11-2260 6108 188TH ST.NE E. \*N Pbwanhg 8usvneasWaiWwia�e Brace Identitication SB-1 6" RISER TO WALL Brace Type(Per NFPA*13) NFPA Type B Braced Pipe(ft) 6"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 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 45* Type of Fastener KB-TZ Length of Fastener 3 1/4" Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 140 ft(12.2 m) _ o—aswo------"ST'A o.w�r.m9 WASHINGTON STATE CERTIFICATE 07 COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 jPietro Demonte c.enn rr I eiol 3 1 i D741'uu,u-v ' Patriot Fire Protection, Inc. v� PATRIFP099CF(KA cM A 0 Q ' , yO ExPlroc 1 / _TT_/�L^� 12t3'Il2O 8lgrtaturc —".0lowW G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 562 Ibs (255 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 2620 Ibs(1188 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member 5000 LB CONCRETE TILT-UP WALL Calculations prepared by D.BAINES *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: Patriot Fire Protection,Inc. Troject Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E:.TeN 6108 188TH ST.NE Phone: 253-926-2290 P7wedng6usinessWoddmde ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 - — Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 See Fastener Information "Calculation Based on CONCENTRIC Loading Angle of Brace 45° Min. "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"(11 mm) Seismic Brace Assembly Detail L1R Value 200 Max Horizontal Load 1310 Ibs (594 kgJ___ ------- TOLCO FIG.98 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE Orientation to Connecting Surface NFPA Type B Fastener 1 i Type KB•TZ +— Diameter 1/2" Length 3 1/4" TOLCO FIG. 1001 i - - - FAST CLAMP Maximum Load 2620 Ibs(1188 kg) Brace Identification on Plans SB-2 8"RISER TO WALL Prying Factor rB race Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) Sch. 10 140 ft(12.2 m) 140 ft(12.2 m) 140.08 lb/ft(59.65 kg/m) 1603 Ibs(727 kg) Subtotal Weight 1603 Ibs(727 kg) Wp(incl. 15%) 1843 Ibs(836 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 977 Ibs(443 kg) W. Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) {TOLBraceM Version B} Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBrace"O Seismic Calculations SIERRA CASTING OPS Job#11-2260 6108 188TH ST.NE F Jo N PoKrerprpBwirrass K+oHdwrde Brace Identificaborl SB-2 8" RISER TO WALL Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 8"Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 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 45' Type of Fastener KB-TZ Length of Fastener 3 1/4" Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 40 ft(12.2 m) CERTIFICATE O COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 jPietro Demonte I 15541-0610-C -.avaV3 1 I Patriot Fire Protection, Inc. 1 A PATRIFP099CF c� ' ll/71—� 0 Expires I91$netere 12131/T I war �rs��.ssssaxa�mo�s��w����J G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 977 Ibs (443 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 2620 Ibs(1188 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member 5000 LB CONCRETE TILT-UP WALL Calculations prepared by D.BAINES "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 B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. FIr alect Address: SIERRA CASTING OPS — Address: 2707 70th Avenue East Tacoma,WA 98424 6108 188TH ST. NE Phone: 253-926-2290 Powedng Business WoddwWe ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCO TM Brace Components Maximum Brace Length 9'0"(2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 _ Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) *Calculation Based on CONCENTRIC Loading Angle of Brace 60' Min. _ *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_54114 mm) Seismic Brace Assembly Detail L1R Value 200 TOLCO FIG.$25 Max Horizontal Load 2173 Ibs 986 kq) BAR JOIST SWAY BRACE ATTACHMENT nn — TOLCO FIG.980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT OtI Orientation to Connecting Surface NFPA Type F STEEL PIPE Fastener i Type Fug �25 Across Beam Diameter N/A Length N/A Maximum Load TOLCO FIG. 1001 1744 Ibs(791 kg) FAST CLAMP Brace Identification on Plans SB-4 4"G.LAT ACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.10 10 ft(3 m) 10 ft(3 m) 11.78 lb/ft(17.53 kg/m) 118 Ibs(54 kg) 3"(80 mm) Sch.7 161 ft(49.1 m) 161 ft(49.1 m) 7.18 lb/ft(10.68 kg/m) 1156 Ibs(524 kg) 1"(25 mm) Sch.40 135 ft(41.1 m) 135 ft(41.1 m) 2.05 lb/ft(3.05 kg/m) 277 Ibs(126 kg) Subtotal Weight 1551 Ibs(704 kg) Wp(incl.15%) 1784 Ibs(809 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 946 Ibs(429 kg) 4" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) (TOLBrace"Version B) Use of TOLBraceT"Is subject to terms and conditions per the end user license agreement TULBrace TM Seismic C alicuiations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST.NE E. \*N PaweAng Business lNarldwlde Brace Identification SB-4 4"G.LAT ACROSS Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 10'0" (3.05 m) Orientation of Brace Lateral Bracing Material 1.25" Sch.40 Maximum Brace Length 9'0" (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for CdICUldtiUll 60' Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 10 ft 3 m) 3"Sch.7 Steel Pipe(76.2 mm) 161 ft(49.1 m) 1"Sch.40 Steel Pipe(25A mm) 1135 ft 141.1 m) ®r-ern,--------- ------ ASHI NGON ATE CERTIFIICATE OF COM ETENCY O FIRE PROTECTION SPRINKLER SYSTEMS C7 � G 1 Pietro Demonte p -- S Pmfrinf Piro DrnFen4l.,onv. inc. 1 r , inn Q PATRIFP099CF fl y �8 E3Ipneturo 2µa e� t r.rr..wm.cw r�rr arks Lvm waeamoa cvA� G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 945 Ibs(429 kg) Material Capacity 2173 Ibs(986 kg) Fastener Capacity 1744 Ibs(791 kg) Fig. 1001 Clamp 2395 Ibs(1086 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D.BAINES *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 TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. 7roject Address: SIERRA CASTING OPS Address: 2707 70th Avenue East �-�•� Tacoma,WA 98424 6108 188TH ST. NE Phone: 253-926-2290 Pawedng8usinessWMdwide ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCO TM Brace Components Maximum Brace Length 9'0"(2.743 m) _ TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 _ Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace "Please Note:These calculations are for TOLCOT"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.54"(14 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG.825 Max Horizontal Load 2173 Ibs(986 kg) _ BAR JOIST SWAY BRACE _—^— ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Orientation to Connecting Surface NFPA Type F STEEL PIPE Fastener ! �' Type Fig.825Across Beam___ Diameter N/A Length N/A Maximum Load 1744 Ibs (791 k TOLCFASFIG. CLAMP Y .. Brace Identification on Plans SB-6 6"G.LAT ACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 23.03 lb/ft(34.27 kg/m) 230 Ibs(104 kg) 3"(80 mm) Sch.7 180 ft(54.9 m) 180 ft(54.9 m) 7.18 lb/ft(10.68 kg/m) 1292 Ibs(586 kg) 1"(25 mm) Sch.40 108 ft(32.9 m) 108 ft(32.9 m) 2.05 lb/ft(3.05 kg/m) 221 Ibs(100 kg) Subtotal Weight 1743 Ibs(791 kg) Wp(incl.15%) 2004 Ibs(909 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1063 Ibs(482 kg) 6.1 Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) (TOLBraceT"Version 8) Use of TOLBraceI"is subject to terms and conditions per the end user license agreement oLBrace'`" Seismic Gaicuiations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST.NE FAo N Powwing BminwWwOwide Brace Identification SB-6 6"G. LAT ACROSS Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 6"Sch.10 Steel Pipe Spacing of Brace 10'0" (3.05 m) Orientation of Brace Lateral Bracing Material 1.25" Sch,40 Maximum Brace Length 9'0" (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60' Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 10 ft(3 m) 3"Sch.7 Steel Pipe(75.2 mm) 180 ft(54.9 m) 1"Sch.40 Steel Pipe(25.4 mm) 108 ft(32.9 m) -----WASNINOTON STATE w v 1 i CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS ; iPietro Demonte 1 5541-0610-C Level3 1 Patriot Fire Protection,Inc. 1 1 PATRIFP099CF o j ,w ' d��1 ExPtres 1 i r►'�/L 1 W 1213111 1 1 1�:�riw„a,wew,r er��s+la+sawwwwett G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1063 Ibs(482 kg) Material Capacity 2173 Ibs(986 kg) Fastener Capacity 1744 Ibs(791 kg) Fig. 1001 Clamp 2395 Ibs(1086 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL OPEN WEB TRUSS Calculations prepared by D. BAINES •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 TOLBrace-8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 1F.T eN 6108 188TH ST.NE Phone: 253-926-2290 Pbmft e ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0"(2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 'Calculation Based on CONCENTRIC Loading Angle of Brace 60'Min. '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 0.54"(14 mm) Seismic Brace Assembly Detail LIR Value 200 TOLCO FIG. 825 Max Horizontal Load 2173 Ibs(986 kg) BAR JOIST SWAY BRACE - ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE —•-__-- -- --.........__.....____. _ ATTACHMENT oil Orientation to Connecting Surface NFPA Type F STEEL PIPE Fastener Type Fig.825 Across Beam Diameter N/A Length N/A TOLCO FIG. 1001 Maximum Load 1744 Ibs(791 kg) FAST CLAMP -- Brace Identification on Plans SB-108"G.LAT ACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 40.08 lb/ft(59.65 kg/m) 401 Ibs(182 kg) 3"(80 mm) Sch.7 180 ft(54.9 m) 180 ft(54.9 m) 7.18 lb/ft(10.68 kg/m) 1292 Ibs(586 kg) 1"(25 mm) Sch.40 108 ft(32.9 m) 108 ft(32.9 m) 2.05 lb/ft(3.05 kg/m) 221 Ibs(100 kg) Subtotal Weight 1914 Ibs(868 kg) Wp(incl. 15%) 2201 Ibs(998 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1167 Ibs(529 kg) e.. Sch.10 10 Maximum Fpw per 9.3.5.5.2 (if applicable) 4039 lb(1832 kg) tTOLBraceTM Version 8) Use of TOLBrace-is subject to terms and conditions per the end user license agreement TOLBrace"m Seismic Calculations SIERRA CASTING OPS job#11-2260 6108 188TH ST. NE 6.T*N Phwwing Worfo&W Brace Identification 5B-10 8"G.LAT ACROSS Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 8"Sch.10 Steel Pipe Spacing of Brace 10'0"(3.05 m) Orientation of Brace Lateral Bracinq Material 1.25"Sch.40 Maximum Brace Length 9'0" (2.74 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60* Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 10 ft(3 m) 3"Sch.7 Steel Pipe(76.2 mm) 180 ft(54.9 m) 1"Sch.40 Steel Pipe(25.4 mm) 108 ft(32.9 m) rmram�maowao�ioremse��, CERTIFICATE OFOCOMPETENCY e FIRE PROTECTION SPRINKLER SYSTEMS 1 jPietro Demonte 1 1 5541-0610-C� Level 1 1 Patriot Fire Protection, Inc. ; PATRIFP099CF1 in/V� 10 xPlrxs 1 ICeturo 12/31/2 ■M■ i ��s ifa lrOriif�t�ifa f�iiilr G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1167 Ibs(529 kg) Material Capacity 2173 Ibs(986 kg) Fastener Capacity 1744 Ibs(791 kg) Fig. 1001 Clamp 2395 Ibs(1086 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL OPEN WEB TRUSS Calculations prepared by D. BAINES *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 TOLBrace-8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. N frojeCt Address: SIERRA CASTING OPS Address: 2707 70th Avenue East I Tacoma,WA 98424 F.T*N 6108 188TH ST.NE Phone: 253-926-2290 Powerin86usmassWatUmde ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCO TM Brace Components Maximum Brace Length TO"(2.134 m) - TOLCOTM 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. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) *Calculation Based on CONCENTRIC Loading Angle of Brace 60°Min. *Please Note:These calculations are for TOLCO"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG.825 Max Horizontal Load 1604 Ibs(728 kg) _ BAR JOIST SWAY BRACE ATTACHMENT nn -- -- -- TOLCO FIG.980--, U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT o!! Orientation to Connecting Surface NFPA Type I STEEL PIPE_ Fastener Type Fig.825 AIongBeam__ Diameter N/A Length N/A1001 1, ' Maximum Load 1744 Ibs 791 k TOLCO FIG.� - FAST CLAMP Brace Identification on Plans SB-11 8"LATALONG Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) C o 0.5301 Diameter Type Length Total Lengthd Weight Per Unit Length Total Weight 8"(200 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 140.08 lb/ft(59.65 kg/m) 1603 Ibs(727 kg) Subtotal Weight 1603 Ibs(727 kg) Wp(incl. 15%) 1843 Ibs(836 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 977 Ibs(443 kg) 8" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) (TOLBrace'"Version 8) Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBrace'`" Seismic Calculations SIERRA CASTING OPS Job#11-2260 6108 188TH ST. NE EJo N Pbwwwg Susin®ssVYWkWde Brace Identification 5B-11 8" LAT ALONG Brace Type(Per NFPA#13) NFPA Type I Braced Pipe(ft) 8"Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 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 Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence B"Sch.10 Steel Pipe(203.2 mm) 140 ft(12.2 m) r.r----mrr—o rye oTh------ r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS I g �Pietro Demonte p r 5541-0610-C Level 9 1 Patriot -ire Proiectiun, 111c. r P TRIFP099CF or 1 r r _If A) ��?" Explros r r ,2�3„zu r r Ignnwro werr�rrorrr®ror®an rr.rr G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 977 Ibs(443 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.1001 Clamp 1745 Ibs(792 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES "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 TOLBraceTM'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA_ CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 F aT eN 6108 188TH ST.NE Phone: 253-926-2290 Pawenng&wnwsftd&rde ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM 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. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 'Calculation Based on CONCENTRIC Loading Angle of Brace 60° Min. "Please Note:These calculations are for TOLCOT"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 825 Max Horizontal Load 1604 Ibs (728 kg) BAR JOIST SWAY BRACE ATTACHMENT nn ' TOLCO FIG. 980 SWAY BRACE U Fastener Information UNIVERSAL ATTACHMENT Orientation to Connecting Surface NFPAType F STEEL PIPE- ,. Fastener Type Fy 8'215 Across Beam Diameter N/A -- i Length N/A TOLCO FIG. 1001 / Maximum Load 1744 Ibs (791 kg) FAST CLAMP Brace Identification on Plans SB-12 8"LATACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C c 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) Sch. 10 140 ft(12.2 m) 140 ft(12.2 m) 140.08 lb/ft(59.65 kg/m) 1603 Ibs(727 kg) Subtotal Weight 1603 Ibs(727 kg) Wp(incl. 15%) 1843 Ibs(836 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 977 Ibs(443 kg) 81• Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) fTOLBrace'"Version 81 Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBrace"' Seismic Calculations SIERRA CASTING OPS Job#11-2260 6108 188TH ST.NE EJO N Powering Business WarNwide Brace Identification SB-12 8"LAT ACROSS Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 8"Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 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 Fig.82S Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 140 ft(12.2 m) 0",so®pro,r.crrrrrrrrrrs, yiASNINGTON STATE I I CERTIFICATE Ot'COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 Pietro Demonte rQI I 5541-uo W-1- Patriot Fire Protection,Inc. PATRIFP099CF o� I 1► �,�/1 / 1 Ci/ 12/9'1lZO I I I�nnturo arrrrawrse.e..r� G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 977 Ibs(443 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig. 1001 Clamp 1745 Ibs(792 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL OPEN WEB TRUSS Calculations prepared by D.BAINES *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 TOLBrace'B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 1F J 6108 188TH ST.NE Phone: 253-926-2290 Pbvmrrngeosnosr4ti'wha,,cr, ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 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.41-A Clamp 1000 Ibs(454 kg) 866 Ibs(393 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 _ Fig.825 Along Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace _ — "Please Note:These calculations are for TOLCOT"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail LIR Value 200 /--- FastenerMax Horizontal Load 1604 Ibs (728 kg) TRO InformationMLSWAY LIWAY Orientation to Connecting Surface NFPATypeI Fastener �E- ""iT .' Type Fig.825 Along Beam Diameter N/A f "" Length N/AI Q i Maximum Load 1744 Ibs(791 kg) 91 nau Brace Identification on Plans SB-21 4"LOALONG Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.10 180 ft(24.4 m) 180 ft(24.4 m) 111.78 lb/ft(17.53 kg/m) 942 Ibs(427 kg) Subtotal Weight 942 Ibs(427 kg) Wp(ind. 15%) 1083 Ibs(491 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 574 Ibs(260 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBrace`"Version 8) Use of TOLBraceT"is subject to terms and conditions per the end user license agreement OLBrace TM Seismic Caicuiations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST.NE U.T*N Pbwerfng Bosirless Worldwide brace Identification SB-21 4"LO ALONG Brace Type (Per NFPA#13) NFPA Type I Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 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 Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 180 ft(24.4 m) o��ase��m �— MM "we 1 WASHINGTON STATE CERTIFICATE OF COMPETENCY 1 ---"RE PROTECTION SPRINKLER SYSTEMS Y jPietro Demonte / 1 5541-0610-C Level ; 1 ratrivt cite prntartinn, Inc. 1 j PATRIIF CIF(L't W� 1 °1 1 /YExpires +_ V 1213il 1 �eture e ���raw-raasaetai®a�xeeaee G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 575 Ibs (261 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.41-A Clamp 866 Ibs(393 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL TRUSS JOIST Calculations prepared by D.BAINES "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 TOLBrace-B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Droject Address: SIERRA CASTING OPS Address: 2707 70th Avenue East i Tacoma,WA 98424 IF.TN 6108 188TH ST.NE Phone: 253-926-2290 Reveringftinassth7slrhvr&'+ ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.41-A Clamp 1000 Ibs(454 kg) 866 Ibs(393 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) *Calculation Based on CONCENTRIC Loading Angle of Brace 60' Min. 'Please Note:These calculations are for TOLCOT"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail LIR Value 200 /B-CE— Fastener .. _Max Horizontal Load 1604 Ibs 728 g ,•-Fastener InformationOrientation to Connecting Surface NFPA Type FerMINE'SWAY Type Fig.825 Across Beam Diameter N/A Length N/A Maximum Load 1744 Ibs(791 kg) ' mAu ra Au I. A'In) IE^-IT iral Brace Identification on Plans SB-22 4"LO ACROSS Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.10 80 ft(24.4 m) 180 ft(24.4 m) 111.78 Ib/ft(17.53 kg/m) 942 Ibs(427 kg) Subtotal Weight 942 Ibs(427 kg) Wp(incl.15%) 1083 Ibs(491 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 574 Ibs(260 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (701-13raceTM Version 8) Use of TOLBraceT"'is subject to terms and conditions per the end user license agreement TOLBrace'"' Seismic Caicuiations SIERRA CASTING OPS Job#11-2260 6108 188TH ST.NE F.T*N Powemrg 1?usirtessWorldwide Brace Identification 5B-22 4" LO ACROSS Brace Type(Per NFPA#13) NFPA Type F Braced Pipe (ft) 4"Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 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 Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch 10 Steel Pipe(101.6 mm) 180 ft(24.4 m) I.M_UMM —WASNINOTON STATE ®® CERTIFICATE OF COMPETENCY S FIRE PROTECTION SPRINKLER SYSTEMS , j Pietro Demonte I ; w�5541-0610-C•-•.-L,�vsL>�.;��� r Patriot Fire Protection, Inc. A PATRIFP099CF loe Explrea Slgneture G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 575 Ibs (261 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.41-A Clamp 866 Ibs(393 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL TRUSS JOIST Calculations prepared by D.BAINES *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 TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 IFaTeN 6108 188TH ST. NE Phone: 253-926-2290 ?orwdngausirassw0d&ide ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length TO" (.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 _ _ Fig.41-AClamp 1600 Ibs(726 kg) 1386 Ibs(629 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825Along Beam 2015 Ibs(914 kg) 1744lbs(791 kg) *Calculation Based on CONCENTRIC Loading Angle of Brace 60° Min. *Please Note:These calculations are for TOLCOTI components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) --- Seismic Brace Assembly Detail L/R Value 200 sa« .ac�iisw": Max Horizontal Load 1604 Ibs(728 kg) , i� NW ;„;l—- Fastener Information `" "$'` ewcclN♦ . Orientation to Connecting Surface NFPA Type I Fastener Type Fig.825 Along Beam Diameter N/A49 Length N/A Maximum Load 1744 Ibs(791 kg) i°10i iqi .'i°•Pir i vs1 Brace Identification on Plans SB-23 6"LO ALONG Prying Factor N/A _ .___ Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 180 ft(24.4 m) 180 It(24.4 m) 123.03 lb/ft(34.27 kg/m) 1842 Ibs(836 kg) Subtotal Weight 1842 Ibs(836 kg) Wp(incl. 15%) 2118 Ibs(961 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1123 Ibs(509 kg) 6" sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBrace-Version B) Use of TOLBrace-is subject to terms and conditions per the and user license agreement MLBrace` Seismic Calculations SIERRA CASTING OPS Jab# 11-2260 6108 188TH ST.NE F ATeN AD"MgBaskim Wm dmde Brace Identification SB-23 6" LO ALONG Brace Type(Per NFPA#13) NFPA Type I Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 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 Fig.82S Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence B"Sch.10 Steel Pipe(152.4 mm) 180 ft(24.4 m) ®�WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY ; FIRE PROTECTION SPRINKLER SYSTEMS 1 j Pietro Demonte 1 1 SR41-0610-0 -w Level 1 Patriot Fire Protection, Inc. I 1 1 P TRIFP099CF j 1 °1 .� � Explros 1 1 1213112 1 1 lcpature it/1 x11r AAA P/��wA A Man SMso= G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1123 Ibs(509 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.4LA Clamp 1386 Ibs(629 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D.BAINES *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"B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_T*N 6108 188TH ST. NE Phone: 253-926-2290 Pbw ng6 nessWod&ide ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length T 0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sc_h.40 - Fig.41-A Clamp 1600 Ibs(726 kg) 1386 Ibs(629 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 'Calculation Based on CONCENTRIC Loading Angle of Brace 60'Min. '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"(11 mm) Seismic Brace Assembly Detail LIR Value 200 — �--------•--- ..ur Max Horizontal Load 1604 Ibs (728 kg) ...... Fastener Information Orientation to Connecting Surface NFPA Type-F Fastener umoacorn�� Type Fig.825 Across Beam /• Diameter N/A Length N/A Maximum Load 1744 Ibs(791 kg) Brace Identification on Plans SB-24 6"LO ACROSS Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type �gthTotal Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 180 ft(24.4 m) 180 ft(24.4 m) 23.03 lb/ft(34.27 kg/m) 1842 Ibs(836 kg) Subtotal Weight 1842 Ibs(836 kg) Wp(incl. 15%) 2118 Ibs(961 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1123 Ibs(509 kg) 6" sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBraceT"Version 6) Use of TOLBraeo-is subject to terms and conditions per the end user license agreement T6LBrace TM Seismic Caicuiations SIERRA CASTING OPS Job#11-2260 6108 188TH ST. NE E.T*N Powering Business WWWWWe Brace Identification SB-24 6" LO ACROSS Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 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 Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 80 ft(24.4 m) "®®"®®WASHINOTON STAT TENCY E 1 CERTIFICATE OP COMPE 1 FIRE PROTECTION SPRINKLER SYSTEMS ; Pietro Demonte 1 i 5541-0610-jC-_Level 3 1 1 Patriot Fire Protection, Inc. 1 1 PATRIFP099CF oe 1 -J(�d zU Expires ; 1 12131/2 1 Ignsture w rrrrmrrearrorrrrrr G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1123 Ibs(509 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.41-A Clamp 1386 Ibs(629 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES The description of the Structural Member is for informational purposes only. TOLBracel software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS _ Address: 2707 loth Avenue East Tacoma,WA 98424 FM, ,To 188TH ST.NE Pc"ngSusirwsftkWde - — — Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 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 2015 Ibs(914 kg) 1745 Ibs(792 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 _ Fig.825 Along Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60°Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCOT"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm)— Seismic Brace Assembly Detail L/R Value 200 - ..kr.meoP+orra Max Horizontal Load 1604 Ibs(728 kg) akri.. 'R - Fastener Information Orientation to Connecting Surface NFPA Type I Fastener 'e6'JM'SW.1Y - BkPcf aPlGltllFkl Type Fig.825 Along Beam Diameter N/A I Length N/A Maximum Load 1744 Ibs (791 kg) -- - m�0i^msl IrF-1Or list Brace Identification on Plans SB-25 8°LO ALONG Prying Factor N/A _ Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) I Sch. 10 160 ft(18.3 m) 60 ft(18.3 m) 140.08 lb/ft(59.65 kg/m) 2405 Ibs(1091 kg) Subtotal Weight 2405 Ibs(1091 kg) Wp(incl. 15%) 2766 Ibs(1255 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1466 Ibs(665 kg) 8" Sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTI Version 8) Use of TOLBrace-is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations SIERRA CASTING OPS Job#. 11-2260 6108 188TH ST.NE E. \,@ N Powmw Business Wwhfwide Brace Identification SB-25 8" LO ALONG Brace Type(Per NFPA#13) NFPA Type I Braced Pipe(ft) 8"Sch.10 Steel Pipe Spacing of Brace 60'0" (18.29 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 Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203 2 mm) 160 ft(18.3 m) 4 c cauu --s.rs�a 7 ---4 CERTIFICATE Of��TA COMPETENCY 0 tl FIRE PROTECTION SPRINKLER SYSTEMS A r r Pietro Demontc I 1 r 5541-0610-1C. I tl Patriot Fire Protection, Inc. j 1 PATRIFP099CF �1 r or r ( 4 2,,O Expires 1 r Ignahiro 12/31/20 1 �ex�u�ram®ex r�wr7 ewes saaea enw� G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1466 Ibs(665 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.4LA Clamp 1745 Ibs(792 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES *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 TOLBrace"'8 Visit us at www.talco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS _ _ Address: 2707 70th Avenue East Tacoma,WA 98424 i 6108 188TH ST. NE Powering 8esiness w0do wde - - - - Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40- Fig.41-A 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. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60' Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace - 'Please Note:These calculations are for TOLCOT"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42 (11 mm - Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1604 Ibs 728 k _ lH�CE�TT4CJIIKHT �_---:, - - -(------ 9) - ail. pus Mw — Fastener Information "'°` Orientation to Connecting Surface NFPA Type F Fastener Type F_ig_825 Across Beam_ Diameter e, Length N/A Maximum Load 1744 Ibs(791 kg) U o—A ew.w I--1'R91 Is'-IT 15f Brace Identification on Plans SB-26 8"LO ACROSS Prying Factor N/A _ Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) Sch.10 60 ft(18.3 m) 60 ft(18.3 m) 140.08 lb/ft(59.65 kg/m) 2405 Ibs(1091 kg) Subtotal Weight 2405 Ibs(1091 kg) Wp(incl. 15%) 2766 Ibs(1255 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1466 Ibs(665 kg) 8" son.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceT"Version 81 Use of TOLBrace-Is subject to terms and conditions per the end user license agreement TOLBrace' ' Seismic Caicuiations SIERRA CASTING OPS job# 11-2260 6108 188TH ST.NE ���•� PoWBriAg BusinauVYwldw+de Brace Identification SB-26 8" LO ALRUSS Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 8"Sch.10 Steel Pipe Spacing of Brace 60'0" (18.29 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 Fig.82S Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence B"Sch.10 Steel Pipe(203.2 mm) 160 ft(18.3 m) ®WASHINGTON STATE ; CERTIFICATE OF COMPETENCY 1 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 j .Pietro Demonte 1 V5541-0610-0 - Level 3 1 Patriot Fire Protection, Inc. $� 1 P TRIFP099CF o; In / /O�ri2o�e Expires 1 12131/20 1 1 I�eturo M G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1466 Ibs(665 kg) Material Capacity 1604 Ibs(728 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.41-A Clamp 1745 Ibs(792 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D.BAINES *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 TOLBrace'B Visit us at www.tolco.com IRICfffire Sprinklers Save Livesl Tacoma,WA 98424 East ECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 terra Construction Cast'ing O 6108188t" Street N.E. Arlington, WA 98223 MATERIAL SUBMITTAL Patriot Project No. 11-2260 Contractor SIERRA CONSTRUCTION 14800 N.E. WOODINVILLE WAY WOODINVILLE, WA 98072 VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699,4485 FAX(509)926.3708 PATRIFP099CF Intentionally Blank Bulletin 909 May 2019 Model N25 (SIN RA0912) mL CD ® K25e2 (360 metric) o ja Early Suppression I bi Fast Response Sprinkler 1 Product Description The Reliable Model N25 Early Suppression Fast Re- sponse Sprinkler(ESFR/Quick Response Storage Sprin- kler) is intended for use against severe fire challenges. This sprinkler is designed to respond quickly to growing fires and deliver a heavy water discharge to "suppress" rather than "control." The Model N25 ESFR sprinkler utilizes a levered fus- ible alloy solder link in either a 165°F (74°C) or a 212°F (100°C) rating. FM Global considers this a "Quick Re- sponse" storage sprinkler for use per FM Data Sheet 8-9. The sprinkler has a Nominal K Factor of 25.2 (metric 360). The smaller deflector and frame provide a broad, very symmetrical, hemispherical pattern capable of sup- pressing fires between sprinklers in high storage height Model N25 ESFR Sprinkler areas and at the same time retaining a high momentum central core to penetrate and suppress fires occurring (102mm) from walls, and no more than one-half the directly beneath the sprinkler in low storage height ar- allowable distance permitted between sprinklers. eas. Deflector to Top of Storage:at least 36 in (914mm). The N25 ESFR sprinkler is also less susceptible to Deflector to ceiling Distance: 6 - 18 in (152 - damage due to smaller deflector and frame design.The 457mm). lighter N25 ESFR passed rough use and abuse test in Center Line of Thermal Sensing the labs without plastic protectors. Element To Ceiling Distance: 4 - 17 in (101.6 - Application and Installation 425mm). The Model N25 is an ESFR sprinkler intended for instal- lation in accordance with NFPA 13 and as a QR Storage Listings and Approvals Sprinkler for use in all FM Loss Prevention Data Sheets 1. FM Approved as a quick response storage sprinkler, as well as approval of the Authority Having Jurisdiction. 2• CNBOP-PIB Technical Approval, Design Criteria General guidelines: Optional Guards and Water Shields Orientation: Pendent, deflector should be parallel Listings and with the ceiling or roof. Sprinkler Guard or Water Shield Approvals System Type:Wet Pipe Systems Only i Maximum area of coverage: 100 ft'(9.3m2), greater N25 ESFR Model S-5 Water Shield FM coverage area are allowable in some cases. Pendent Model 25 Guard FM Minimum area of coverage: 64 ft2(5.8m2) Notes: Maximum slope ceiling: 2/12 pitch (9.50) 1. Water shield is listed for use only when the sprinkler is Maximum spacing: 12 ft (3.7m) for building heights installed within racks(IRAS)or under open grating (or up to 30 ft (9.1 m) and 10 feet (3.1 m) for building similar)areas as required by NFPA or FM standards. heights greater than 30 ft(9.1 m) 2. Guard is listed for use only when the sprinkler is Minimum spacing:8 feet(2.4m) installed within racks(IRAS). Deflector distance from walls: At least 4 inches Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data: Sprinkler Maximum Ceiling Sprinkler Identification Classification Temperature Link Frame Temperature Number of oC Color Color of -C (SIN) Ordinary 169 74 Rlack Unnolored 100 38 RA0912 Intermediate 212 100 White White 150 66 Material Data: Frame Deflector Load Screw Lever Strut Link Cap Washer Kick Spring Assembly Stainless Stainless Stainless Beryllium Nickel, Brass Beryllium Stainless Brass Bronze Steel Steel Steel Soldered Nickel Steel Installation Data "K"Factor Maximum Sprinkler Thread Met- Working Finish Type Size US ric Pressure FRAME Pendent 1"NPT Only (R1) 25,2 360 175 psi(12,1 bar) Bronze j WASHER Maintenance KICK SPRING The Model N25 ESFR Sprinkler should be inspected and LINK ASSEMBLY--__, CAP the sprinkler system maintained in accordance with NFPA ' 25. Do not clean sprinkler with soap and water, ammo- LEVER STRUT nia or any other cleaning fluid. Remove any sprinkler that has been painted (other than factory applied)or damaged LOAD SCREW-- in any way. A stock of spare sprinklers should be main- DEFLECTOR tained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be main- tained in the original cartons and packaging until used to P g g � t��=:�,.�..►� minimize the potential for damage to sprinklers that would cause improper operation or non-operation. 909FG()2A Once operated,automatic sprinklers cannot be reassem- '— Fig. 2 bled and reused. New sprinklers of the same size, type and temperature rating must be installed, A cabinet of re- Model N25 ESFR Sprinkler Specification placement sprinklers should be provided for this purpose. Sprinklers shall be Early Suppression Fast Response (ESFR) pendent suppression mode sprinklers specifically tested and [FM Approved]for commodity storage applica- tions. Sprinkler frame and deflector to be of bronze con- struction. Fusible link assembly shall utilize the strut and 'I _ lever principle of operation with approved fast response black-painted or white-painted beryllium-nickel thermal element. Water seal shall consist of a Teflon-coated Bell- Ville spring washer and brass cap assembly containing no Fig. 1 -Model N1 Wrench plastic parts. ESFR sprinklers shall have a nominal K-factor of 25.2 with 1" NPT threaded end connections. Sprinkler temperature rating shall be [Ordinary 165°F (74°C)] [Inter- mediate 212°F(100°C)]. Use only the Model N1 sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. Note: When handling sprinklers, hold sprinklers only on frame arms and do not apply any force on the link as- sembly. Sprinklers should be tightened between 22 -30 ft-lbs (29.8 -40.7 Nm)torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced im- mediately, 2. 4.5"(114MM) 2.1"(53.3MM) 1.65"(47MM) ;, 44- i�i 1,55"(39.3MM) \ / 909FG01C �+- 1.6"(40.6MM)DIA. -� Shown with optional S-5 Water Shield(ordered separately) Fig, 3 2.27/32 j 72 4', r 3-11/32 Shown with optional Model 25 Guard(ordered separately) [84.91 Model N25 Technical Data Table A ITEM DESCRIPTION Sprinkler Identification Number(SIN) RA0912 K Factor us (Metric) 25,2(360) Thread Size 1"(R1) Sprinkler Orientation Pendent Maximum Working Pressure, PSI (bar) 175 PSI (12 bar) 3, Model N25 Commodity Selection and Design Criteria Overview Table B Storage Type NFPA FM GLOBAL Sprinkler Type ESFR Storage Response Type CSFR QR System Type Wet Wet Temperature Rating F(C) 165, 212 (74, 100) 165, 212(74, 100) Roof Construction See NFPA 13 See FM Global 2-0 Ceiling Slope See NFPA 13 See FM Global 2-0 Maximum Coverage Area See NFPA 13 See FM Global 2-0 Minimum Coverage Area See NFPA 13 See FM Global 2-0 Maximum Spacing See NFPA 13 See FM Global 2-0 Minimum Spacing See NFPA 13 See FM Global 2-0 Minimum Clearance to Commodity See NFPA 13 See FM Global 2-0 _ Sprinkler Distance to Ceiling See NFPA 13 See FM Global 2-0 Open Frame, Single, Double, Multiple Row, or Portable See NFPA 13 See FM 2-0 and 8-9 Rack Storage of Class I - IV, Cartoned Unexp Plastics Solid Pile or Palletized Storage of Class I - IV and See NFPA 13 See FM 2-0 and 8-9 Cartoned Unexp Plastics Idle Pallet Storage See NFPA 13 See FM 2-0,8-9 and 8-24 Rubber Tire Storage See NFPA 13 See FM 2-0 and 8-3 Rolled Paper Storage See NFPA 13 See FM 8-21 Flammable Liquid Storage See NFPA 30 See FM 7-29 A.-,....,..I e4,....- Lee KICDA OnD Coo GKA 7-qi n010001 viva ayc �cc 1 v1 1 n--- --- Auto Components in Portable Racks N/A N/A Ordering Information Specify: 1.Temperature rating 2.Thread type 1" NPT or ISO 7-R1 The equipment presented in this bulletin is to be Installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled 0 (800)431-1588 Sales Offices Paper Relle iabi (800)848-6051 Sales Fax Revision llnes Indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinklencom Internet Address EG.Printed in U.S.A.05/19 P/N 9999970454 Bulletin 136,January 2019 Model F1 FR LO K8.0 (115 metric) 1 Quick ResponseRel bi Sprinklers 0 Model F1 FR LO Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Model F1 FR LO Recessed Sprinkler Types Recessed Standard Spray Pendent For Model F1FR '/2" K 5.6 (80), 4.2 (60) & 2.8 (40) Sprin- Upright Pendent kler Types refer to Bulletin 014 for technical specifica- tions and approvals. Listings &Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada(ULC) 3. Factory Mutual Approvals (FM) 4. Loss Prevention Council (LPCB, UK) 4, -- 5. Verband der Schadenversicherer Gmbh 6. EC Certificate: 1438-CPD-0049 (R3612) Conventional Recessed Pendent 1438-CPD-0048 (R3622) (Model FP Shown) 1438-CPD-0047 (R3672) to push out against the bulb, causing the glass to shatter, UL Listing Category opening the waterway and allowing the deflector to distrib- Sprinklers, Automatic & Open ute the discharging water, Quick Response Sprinkler The temperature rating of the sprinkler is identified by the ULGuide Number color of the glass bulb. VNIV Application Product Description Quick response sprinklers are used in fixed fire protec- Reliable Models F1 FR LO and F1 FR LO Recessed Sprin- tion systems: Wet, Dry, Deluge or Preaction. Care must be klers are quick response sprinklers which combine the du- exercised that the orifice size, temperature rating, deflector rability of a standard sprinkler with the attractive low profile style and sprinkler type are in accordance with the latest of a decorative sprinkler. published standards of the National Fire Protection Asso- The Models F1 FR LO and F1 FR LO Recessed automatic ciation or the approving Authority Having Jurisdiction.Quick sprinklers utilize a 3,0 mm frangible glass bulb.These sprin- response sprinklers are intended for installation as specified klers have demonstrated response times in laboratory tests in NFPA 13, FM Global Loss Prevention Data Sheet 2-0 or which are five to ten times faster than standard response other applicable standards. Quick response sprinklers and sprinklers.This quick response enables the Model F1 FR LO standard response sprinklers should not be intermixed. and F1FR LO Recessed sprinklers to apply water to a fire Installation much faster than standard sprinklers of the same tempera- The Model F1FR LO Recessed Quick Response Sprin- ture rating. klers are to be installed as shown. The Model F1 or F2 Es- The glass bulb consists of an accurately controlled amount cutcheons illustrated are the only recessed escutcheons to of special fluid hermetically sealed inside a precisely man- be used with the Model F1 FR LO Sprinklers, The use of ufactured glass capsule. This glass bulb is specially con- any other recessed escutcheon will void all approvals and structed to provide fast thermal response. The balance of negate all warranties, parts are made of brass, copper and beryllium nickel. When installing Model F1 FR LO Sprinklers, use the Model At normal temperatures, the glass bulb contains the fluid D Sprinkler Wrench or Model W2 Sprinkler Wrench. When in both the liquid and vapor phases. The vapor phase can installing Model F1FR LO Recessed Pendent or Sidewall be seen as a small bubble. As heat is applied, the liquid Sprinklers, use the Model GFR2 Sprinkler Wrench. Any `J expands, forcing the bubble smaller and smaller as the liq- other type of wrench may damage these sprinklers, uid pressure increases, Continued heating forces the liquid Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 DEFLECTOR LOAD SCREW BULB WASHER CUP FRAME 136FG02 Technical data: Max. Min. Models Response Deflector Nominal Thread Working Working Temperature Finish Orientation K-Factor Size Rating Pressure Pressure Upright 3/4"NPT See See F1FR LO Quick Pendent K 8e or 175 psi�'� 7 psi "Temperature "Finish Response Conventional (115 metric) IS07-1R3/4 Ratings"Table Table" Material Data: Frame Deflector Load Screw cup Washer Bulb CDA Alloy 210 220,314,316,360 CDA Alloy 314 DZR Brass CDA Alloy 510 or or Nickel Alloy 440 or Alloy 360 Glass QM Brass CDA Alloy 544 CDA Alloy 353 coated with PTFE Adhesive Tape See"Installation Data"tables for additional information on each sprinkler model. I'I Model F1FR LO Pendent, Recessed Pendent, and Upright sprinklers (SIN R3612 and 193622) are cULus Listed for 250 psi (17 bar). 2. Model F1 FR LO Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench or Model W2 Sprinkler Wrench Installation Data: Nominal Sprinkler Sprinkler Type K-Factor Sprinkler Approval Identification Height Organization Numbers SIN US I Metric SSU SSP Standard-Upright SSU and pendent SSP Deflectors Marked to Indicate Position 17/32" 20mm Lar e Orifice with 3/4"NPT R3/4 Thread 1 8.0 1 115 1 2.3" 58mm 1.2.3.4.5.6 R36220)(2)(3) R36120P) Conventional-Install in Upright or Pendent Position 20mm Large Orifice with 3/4"NPT R3/4)Thread 8.0 115 58mm 4 R3672 (1)Polyester coated upright UL and ULC listed corrosion resistant R3622. (2)FM Approved for polyester coated sprinkler.R3622,R3612. (3)Electroless Nickel PTFE Plated-FM Approved/cULus Listed Corrosion Resistant as Upright Pendent Conventional Model F1 FR LO Quick Response Recessed Pendent Sprinkler(') Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal ApprovalM Sprinkler Nominal Orifice Thread Size'LT" K-Factor Sprinkler H Organization Identification Us Metric eight F1 F2 FP Numbers(SIN) 17/32" 20mm 3/4"NPT R3/4 8.0 115 2.3" 58mm 1,2 1.2.3 _F_1,2 R3612(2) ("Refer to escutcheon data table for dimensions. (2)Electroless Nickel PTFE Plated-FM Approved/cULus Listed Corrosion Resistant /.•xME AA r I'x J/�'REONL[R T 5 DN. m] ---- ---- I X 3/1'REDUCER HOLE IN CEILING 1 � ��ppL rnP4%a I a 5//6"CA/58.7mm1 MLO�N tlSS� I FACE OF DI CUP '— TO FA rflNG CC Of C OKAENSKIN L I fl TTCNTCNEON AT ANxIMUM fxtlSs•IT151,f CEIf.1lG FACE OF Cr" AT MINIMUM Rf[[55•7/IT9.3ww] 03�, TD FACE DF EEtt/NG Fa F<mnrwmN DIMCNS/ON 1 I A7 LLlWU1 KEYS•J/I[IS11j AI MRKIMUM RECESS AOIMSTMCNI O AI MINIMUM RECESS J/6(R.5—] A!MMIIMDM RECESS 17)S.Iewll� Fa F[rin[ ,z.I � Fi Ft[Ln[HFON AN14T11ENC /B. AI MNIMUM RECESS 7/17'D7 ta>nJ A74AAIMW 11EtES5•9/10'f11.,lmm] AT MINIMUM flCCE55 I-1/1'flf.JeMf /J.amm] fa[s[HI[HFON Vi f50.BmmJ __ AT AdNMVN RIUSf /r73.1AM,tJ AT AIVAIIM NEOISS I-1 ''ffMf� ADJUSTMENT AT MIANINI MCM 1•S/1'f,17mT/ J 1/I'DN ]Ba.6mm) IJ6rGal_G a iF/L'0M !>s7 RECESSED PENDENT W/FP ESCUTCHEON I- 'SPRINKLER NOT FM APPROVED WITH FP ESCUTCHEDN RECESSED PENDENT W/F1 OR F2 ESCUTCHEON 'SPRINKLER NOT FM APPROVED mrN FI ESCUTCHEON 3. Finishesf'i(2) Note:A leak tight 1/2" NPT(R1/2) sprinkler joint can be ob- Standard Finishes tained with a torque of 8 - 18 ft-lbs (11 - 24 N-m), Do not Sprinkler Escutcheon tighten sprinklers over maximum recommended torque. It Bronze Brass may cause leakage or impairment of the sprinklers. Chrome Plated Chrome Plated(3) Glass bulb sprinklers have orange bulb protectors to White Polyester Coated(OW White Painted(3) Special Application Finishes minimize bulb damage during shipping, handling and in- Sprinkler Escutcheon stallation. REMOVE THIS PROTECTION AT THE TIME THE Electroless Nickel PTFEM Electroless Nickel PTFE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE Bright Brass Bright Brass PROTECTION. Removal of the protectors before this time Black Plated Black Plated Black Paint(') Black Paint may leave the bulb vulnerable to damage. RASCO wrench- off WhlteN Off white es are designed to install sprinklers when covers are in Satin Chrome Chrome Dull plar..e, RFMOVF PROTECTORS BY UNDOING THE CLASP » Other finishes and colors are availahle nn spacial order. BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- Consult the factory for details. TECTORS, zl FM Approvals is limited to bronze and brass,chrome or black plated finishes only. Temperature Ratings (3) FP Push-on/Thread-off escutcheon. p g (") cULus listed corrosion resistance. Maximum SIN R3622. Sprinkler Ambient Bulb IS' FM Approved for SIN R3622,R3612 Classification Temperature Temperature Color iei cULus listed corrosion resistant SIN R3622&R3612 ,F °C ,F °C Note: For 1/2"orifice pendent FM approved white polyester coated, Ordinary 135 57 100 38 Orange cULus listed white and black polyester and Electroless Nickel Ordinary 155 66 100 38 Red PTFE Plated corrosion resistant sprinklers refer to bulletin 014. Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green Maximum Working Pressure High(" 286 141 225 107 Blue 175 psi(12 bar) ICI Not Available for recessed sprinklers, SIN R3612&R3622 cULus listed for 250 psi(17 bar) 100%Factory tested hydrostatically to 500 psi(34.5 bar) Maintenance The Models F1 FR LO and F1 FR LO Recessed Sprinklers Ordering Information should be inspected and the sprinkler system maintained in Specify: accordance with NFPA 25. Do not clean sprinklers with soap 1 Sprinkler Model and water, ammonia or anv other cleaning fluids, Remove dust by using a soft brush or gentle vacuuming. Replace 3. Orifi e S �yf,e any sprinkler which has been painted(other than factory ap- 3. Orifice Size plied) or damaged in any way. A stock of spare sprinklers 4. Deflector Type should be maintained to allow quick replacement of dam- 5. Temperature Rating aged or operated sprinklers. Prior to installation, sprinklers 6. Sprinkler Finish should be maintained in the original cartons and packaging 7. Escutcheon Type 8, Escutcheon Finish (where applicable) until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Note: When Model F1 FR 1.0 Recessed sprinklers are ordered, the Sprinkler Types sprinklers and escutcheons are packaged separately. Standard Upright Standard Pendent Conventional Recessed Pendent The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled 00 (800)431-1588 Sales Offices Paper iable (800)848-6051 Sales Fax Revision Ilnes indicate updated or new data. (914)629-2042 Corporate Offices www,reliablesprinkler,com Internet Address EG.Printed In U.S.A.01/19 P/N 9999970027 Bulletin 014 March 2019 OD ® Model F1 FR Series liable Quick Response s Glass Bulb Sprinklers 3 N O Model F1 FR56 Sprinkler Types Standard Spray UprightVOW Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall r Horizontal Sidewall Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler Types Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Upright Pendent/F1/F2 Standard Spray Pendent Model F1 FR40 Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 ; +' Recessed Sprinkler Types Standard Spray Pendent �_�—_ 1 ► . _ Model F1 FR56LL&F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed .types Horizontal Sidewall Pendent Pendent/FP Standard Spray Pendent with less than 0,25% Lead Content Listing &Approvals The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design and Installation table in this Bulletin for information on XLH Upright XLH Pendent XLH Recessed specific listings and-approvals applicable to each sprin- Pendent F1/F2 kler. Product Description 1. Underwriters Laboratories Inc, and Certified for Reliable Model F1 FR series sprinklers Canada(cULus) in accordance with ANSI/UL199. 2. FM Approvals (FM) are quick-response automatic sprin- 3. Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element, 4, VdS Schadenverhutung GmbH (VdS) Model F1 FR series sprinklers are Stan- 5. Underwriters Laboratories Inc, and Underwriters dard Spray sprinklers, with the excep- Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP to NSF/ANSI Standard 61 Annex G (ULH) 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- tional sprinkler, CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1 FIR Series automatic sprinklers utilize a 3,0 (EC) mm frangible glass bulb.These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten UL Listing Category times faster than standard response sprinklers, This quick Sprinklers,Automatic&Open(VNIV) response enables the Model F1 FR Series sprinklers to apply Quick Response Sprinkler water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid Model F1 FR Series sprinklers must be installed with the in both the liquid and vapor phases, The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands,forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m), to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended epeniriy Die waterway and allowing the deflector to distrib- installation torque. Exceeding the maximum recommended ute the discharging water. installation torque may cause leakage or impairment of the Model F1 FR Series sprinklers provide a wide range of op- sprinkler. tions where quick-response, glass bulb sprinklers are used; Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal Model F1 FIR Series Recessed sprinklers are to be installed sidewall, and vertical sidewall deflectors as shown in Fig. 1,Fig.2,or Fig.3,as applicable to the spe- • K-factors of 2,8 (40 metric), 4.0 (57 metric), 4.2 (60 cific model being installed.The Recessed Escutcheon Data metric), and 5.6 (80 metric) table in the Bulletin identifies the only recessed escutcheons • Flush, recessed, and concealed installations that are permitted to be used with each Model F1 FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model F I FR series sprinkler cerrfiguralioris. Concealed Sprinklers Model F1 FR Recessed Pendent and Recessed Horizon- Model F1 FR Series Concealed Pendent sprinklers are to tal Sidewall sprinklers are required to be used with Reliable be installed as shown in Fig, 4 or Fig.5, as applicable to the Model F1, F2, or FP recessed escutcheons. See the Re- selected cover plate. Model F1 FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1 FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler.Model F1 and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig. 2,provide a sprinkler assemblies are completed by the installation of a 1/2-inch(12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly, The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment, A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch(12.7mm)of provides either 1/2-inch (13mm)or 5/8-inch (8mm)of cover cover plate adjustment, In addition,a low profile Model CCP adjustment, Do not install Model F1 FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.Omm) of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model GFR2 wrench is used to engage the sprinkler wrench_ Application ing surfaces and to install the sprinkler in the fitting.Remove the Model F1 FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed. When inserting or remov- Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction. Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler type are other part of the sprinkler/cup assembly. Installation is com- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup.Final adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling.Cover plate removal requires turning the provided in this Bulletin. cover plate in the counter clockwise direction,After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place, Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP nerable to damage.Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand. Do not use tools to remove bulb protectors. which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick-response i Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2,25 57 W2 I RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2,25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 W2 RA1421 cULus 1,2 F1 FR40 4,0 57 3/8 10 Pendent 2,25 57 W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 W2 RA1423 cULus 1,2 FlFR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus,ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus,ULH F1FRXLH Pendent 2.25 57 W2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 with Pintle) Upright 2.25 57 W2 RA1423 cULus 1,2 Pendent 2.25 57 W2 RA1414 cULus,FM, 1,2,3,4 LPCB,VdS, EC Recessed Pendent 2.25 57 GFR2 RA1414 cUL.us, FM, 1,2,3,4 LPCB.VdS, EC FlFR56 5.6 80 1/2 15 Concealed Pendent 2.25 57 GFR2 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 W2 RA1425 cULus.FM, 1,2,3,4 LPCB,VdS,EC "Conventional (Pendent or Upright)" 2.25 57 W2 RA1475 LPCB,VdS,EC 4 Pendent 2.25 57 W2 RA1415 cULus,ULH 1 FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2,25 1 57 GFR2 IRA1415 cULus,ULH Concealed Pendent 2.25 57 GFR2 RA1415 cULus,ULH 6 Horizontal Sidewall 2.63 67 W2 RA1435 cULus,FM 1.2.3.7 FlFR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus,FM 8 Sidewall FlFR56 5.6 80 1/2 15 Vertical Sidewall 2,25 57 W2 RA1485 cULus,FM, 1 2 3 9 (Pendent or Upright) LPCB (1)cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (1)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white, (1)Available with LPCB and VdS approved Polyester coating. (1)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only,VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch(12,7mm)adjustment Model CCP cover plate only. (8)Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch(12,7mm)of adjustment or low profile with 5/16-inch(8,0 mm)of adjustment. (7)cULus Listing of the FlFR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the FlFR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100°F(38°C)Max.Ambient 150°F(65°C)Max.Ambient 2250F(107°C)Max. Model Orientation Temp. Tem Ambient Temp. 136°F(67°C) 166°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141*C)Temp. Temp.Ra ing Temp.Rating Temp.Rating Temp.Ratin Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus _ F1FR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1FR42 Recessed Pendent cULus Upright cULus FIFR42LL Pendent I cULus ULH Recessed Pendent I cULus,ULH Pendent cULus FIFRXLH Recessed Pendent cULus Upright cULus Pendent cULus, FM, LPCB,VdS EC Recessed Pendent cULus,FM,LPCB VdS EC F1FR56 Concealed Pendent* cULus cULus,VdS,EC cULus Upright cULus,FM,LPCB VdS EC "Conventional LPCB,VdS,EC Pendent or Upright)" Pendent 1 cULus, ULH FlFR56LL Recessed Pendent cULus,ULH Concealed Pendent" cULus,ULH Horizontal Sidewall cULus, FM FlFR56 Recessed Horizontal cULus,FM Sidewall FlFR56 Vertical Sidewall(Pen- cULus,FM, LPCB dent or Upright) * Model F1 FR56 Concealed Panrlant and F1 FPF61 I rnnoealerl Pendent sprinklers mins.i hn used with Reliable Model CCP cover plates, For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 1650F (74°C)temperature rated cover plate, Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig.1 &3) (Fig.1 &3) (Fig.2) SIN 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment FlFR28 Recessed Pendent cULus cULus cULus RA1411 FlFR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 FlFR42LL Recessed Pendent cULus,ULH cULus, ULH cULus, ULH RA1410 FIFR42XLH Recessed Pendent cULus cULus cULus RA1413 FlFR56 Recessed Pendent cULus,LPCB,VdS, cULus,FM,LPCB, cULus,VdS,EC RA1414 EC VdS,EC FIFR56LL Recessed Pendent cULus, ULH cULus, ULH cULus ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. r 2 1/4"HOLE DIA. [572mm] 15116"DIA [49.2mm] r I 1"X 112" REDUCER TURN COLLAR -------- UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ / FACE OF FITTING 1 ( TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1'T25.4mm] L J AT MINIMUM RECESS = 3/8'T9.5mm] F1 ESCUTCHEONS ESCUTCHEON 3/4[19mm] .� AT MAXIMUM RECESS = 3/4'T 19mm] ADJUSTMENT 03SV AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON 1/2'T 12.7mm] ADJUSTMENT } Fl ESCUTCHEON AT MAXIMUM RECESS = 7/8'[22.2mm] [3.2mm] AT MINIMUM RECESS = 1-5/8"[41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8'T28.6mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] 2 27132"01A. [72.2mm] Fig. Model F1 FR56,F1 FR56LL,171 FR42,F1 FR40,F1 FR421-1-,171 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon I I 1" X 112" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING 2 5116" DIA. [58.7mm] CUP L J CEILING FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2'T38mm] AT MINIMUM RECESS = 1'T25.4mm] I AT MAXIMUM RECESS = 9/16'T 14.3mm] %2'[12.7mm] AT MINIMUM RECESS = 1'[25.4mm] ADJUSTMENT 3 114" DIA. [82.6mm] - - - —Fig. Model F1 FR56,F1 FR561-1-,F1 FR42,F1 FR40,F1 FR421-1-,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1'T25.4mm] AT MINIMUM RECESS = 3/8(9.5mm] F1 ESCUTCHEON F2 ESCUTCHEON ` AT MAXIMUM RECESS = 1-3/8'T34,.9mm] AT MAXIMUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm] 2 1/4" HOLE DIA. „ AT MINIMUM RECESS = 2-1/16'T52,4mm] [57.2mm] [3.2mm] 1" X 1/2" REDUCER �1 nin i 4"—12., 1 15/16" DIA. [101.6mm-304.8mm] [49.2mm] 2 27/32" DIA. CEILING TO n [72.2mm] DEFLECTOR �) TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. F1 ESCUTCHEON 3/4'T19mm] ADJUSTMENT F2 ESCUTCHEON 112'T 12.7mm] ADJUSTMENT ora� RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon " Y I/2" REDUCING TEE OR ELBOW ---•-- _, I r- ..2 5/8" DIA. 2 5116" DIA — HOLE IN CEILING L_ _J CUP 1 112" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING I 1/2" MAX. 15116" COVER ADJUSTMENT I COVER PLATE — ASSEMBLY /3 5116" DIA. SPRINKLER CONCEALED. 1/2" ADJUSTMENT 017FG01A Fig,4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6, I" x 112" REDUCING TEE OR ELBOW 2 5/8" DIA. 2 5/16" DIA — I HOLE IN CEILING L _i — CUP I 00 y 1 112" MAX. FACE OF FITTING " /7 72 I _ _ _7 TO FACE OF CEILING � ' . ! /A I ' DIMENSION �r �"//•/ CEILING 1 5/16" MAX. 3/4" COVER ADJUSTMENT COVER PLATE— ASSEMBL Y 3 5116" DIA. SPRINKLER-� CONCEALED. 5/16" ADJUSTMENT 017FG02A Fig.5-Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch(8.Omm)adjustment-Model CCP cover plate Maintenance Material Data The Model F1 FR Series sprinklers should be inspected and Frame: DZR Brass,QM Brass,or Low Lead Brass the sprinkler system maintained in accordance with NFPA 25.Do not clean sprinklers with soap and water,ammonia or Deflector: CDA Alloy 7_20,2so,or 510 any other cleaning fluids.Remove dust by using a soft brush Load Screw\Pintle: CDA Alloy 360 or 544 or gentle vacuuming. Replace any sprinkler which has been Cup: CDA Alloy 651 or 693 painted(other than factory applied)or damaged in any way. Washer: Nickel Alloy 440 or 360,coated with PTFE A stock of spare sprinklers should be maintained to allow Adhesive Tape quick replacement of damaged or operated sprinklers. Bulb: Glass Finishes (1) Standard Finishes Ordering Information Sprinkler Escutcheon Cover later g Bronze Brass Chrome Specify: Chrome Plated Chrome Plated White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated rdx"1 White Painted [F1 FR42LL][F1 FRXLH][F1 FR561[F1 FR56LL] S ecial Airmlication Finishes Sprinkler Escutcheon Cover lateli 2, Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Bright Brass Pendent][Upright][Conventional][Horizontal Sidewall] PTFE7r PTFE [Recessed Horizontal Sidewall][Vertical Sidewall] Bri htBrassP) Bri htBrass Black Piating 3. Sprinkler threads: [1/2-inch NPT][ISO7-R1/2] Black Plated Black Plated Black Paint Black PaintRO) Black Paint off white 4, Sprinkler Temperature Rating: [135°F (57°C)][155°F Off White(z)rfir Off White Satin Chrome (68°C)][175°F(79°C)][200°F(93°C)][286°F (141°C)] Chrome Dull Chrane Dull 5. Sprinkler Finish (1)Other finishes and colors are available on special order, Consult the . Escutcheon Model; [F1][F2][FP] factory for details.Custom color painted sprinklers may not retain their UL Corrosion resistance listing.Coverplate custom paint is semi-gloss, 7, Escutcheon Finish (where applicable) unless specified otherwise. 8. Cover plate Model: [standard profile CCP 1/2-inch (2) cULus Listed only. (12,7mm) adjustment][low profile CCP 5/16-inch (9) 200T(93°C)maximum. (8,Omm) adjustment] (4) cULus listed 'corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9. Cover plate Temperature Rating: [135°F(57°C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][165°F (74°C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] (1) FM Approvals finish as"Polyester coated"applies to SIN Number 10. Cover plate Finish RA1414,RA1435 and RA1425 in standard black or white. (6)LPCB and VdS Approved finish applies only to RA1425,RA1414,RA1418 (VdS)and RA1475, Note: When Model F1 FR Series Recessed sprinklers are ordered, the (1)cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately. 7. Reliable. . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valvPS • Ball dribs and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled Rel "' (800)431-1588 Sales Offices Paper iable (800)848-6051 Sales Fax Revision lines Indicate updated or new data. (914)829-2042 Corporate Offices www,reliablesprinkler.com Internet Address EG.Printed in U.S.A.03/19 P/N 9999970300 Bulletin 148 Rev.H Model F1 FR QREC Series ® K8.0 (115 metric) Ja Quick Response Extended c CD Coverage Sprinklers A complete line of UL Listed and FM Approved quick response extended coverage sprinklers for light hazard applications. Horizontal Sidewall Sprinklers are approved for installation 4" - 12" (102mm - 305mm) below the ceiling. Model F1 FR QREC Sprinkler Types Extended Coverage Pendent Extended Coverage Horizontal Sidewall Extended Coverage Recessed Extended • EC-9 Deflector Pendent Coverage Pendent Model F1 FR QREC Recessed Sprinkler Types Recessed Extended Coverage Pendent Recessed Extended Coverage Horizontal Sidewall: • EC-9 DeflectorL­,%i For Model F1 FR QREC'/2" K 5.6 (80) Sprinkler Types _ refer to Bulletin 028. Extended Coverage Recessed Extended Horizontal Sidewall EC-9 Coverage Horizontal Sidewall Approval Organizations EC-9 1. Underwriters' Laboratories, Inc. (UL) 2. Underwriters Laboratories of Canada(ULC) 3. Factory Mutual Approvals (FM) 4. NYC MEA 258-93-E UL Listing Category The glass bulb consists of an accurately controlled amount g g y of special fluid hermetically sealed inside a precisely manu- Sprinklers, Automatic& Open factured glass capsule. This glass bulb is specially con- Quick Response Extended Coverage Sprinkler structed to provide fast thermal response. The balance of UL Guide Number parts are made of brass,copper and beryllium nickel. VNIV The temperature rating of the sprinkler is identified by the Note:Consult appropriate FM Installation Standards color of the glass bulb, regarding limitations of room size,ceiling height and Application minimum wall fire resistance rating. Quick response sprinklers are used in fixed fire protec- Product Description tion systems: Wet, Dry, Deluge or Preaction. Care must be Reliable Models F1 FR QREC and F1 FR QREC Recessed exercised that the orifice size, temperature rating, deflector Sprinklers are quick response sprinklers which combine the style and sprinkler type are in accordance with the latest durability for a standard sprinkler with the attractive low pro- published standards of the National Fire Protection Asso- file of a decorative sprinkler. ciation or the approving authority having jurisdiction, Quick The Models F1 FR QREC and F1 FR QREC Recessed Auto- response sprinklers are intended for installation as specified matic Sprinklers utilize a 3.Omm frangible glass bulb. These in NFPA 13. sprinklers have demonstrated response times in laboratory tests which are five times faster than standard response sprinklers. This quick response enables these sprinklers to apply water to a fire faster than standard response sprinklers of the same temperature rating. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model F1 FR QREC Pendent Sprinkler Deflector: EC Installation Wrench: Model D Sprinkler Wrench or Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Installation Data: Nominal Sprinkler Nominal Thread K.Factor Sprinkler Temperature Approval Orifice Size US Metric Length Rating Organizations Identification ) Number SIN 17/32" 3/4"NPT 2.2" 135°F(57°C) 1,2,3,4 R4842 (20mm) (R3/4) 8.0 115 (56,1mm) 1550F(68°C) Model F1 FR QREC Recessed Pendent Sprinkler Deflector: EC Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Installation Data: Nominal Sprinkler( Nominal Thread K-Factor Sprinkler Temperature Approval�l) Orifice Size US Metric Length Rating Organizations Identification Number(SIN) 17!32" 3/4" NPT 8.0 115 2.2" 135°F(57°C) 1, 2,3,4 R4842 (20mm) (R3/4) (56.1mm) 155°F(68°C) (11 Refer to escutcheon data table for dimensions. Model F1 FR QREC Pendent and Recessed Pendent Required Minimum Flow/Pressure Maximum Flow Rate Pressure Coverage Area —2 I/4"HOLE DIA. gpm(Umin) psi(bar) Width x Length [57.I' ft.x ft.(m x m) (49.21mm f 26 (98,4) 10,6(0,7) 16 x 16 (4.9 x 4,9) — 33 (125,0) 17,0(1,2) 18 x 18 (5.5 x 5.5) 6 s 1"X 3/4"REDUCER 40 (151.4) 25,0(1,7) 20 x 20 (6,0 x 6.0)(2) TURN COLLAR — — OR UNTIL TIGHT I"X 1/2"REDUCER AGAINST SPRINKLER 2)UL/ULC Listed for both Pendent and Recessed Pendent at WRENCH BOSS—\ _ 135°F(57°C)only, fl FACE OF FITTING TO. 1 �� /' I CEILING DIMENSION(2) ADJUSTMENT fl oa db % [3.I8m �^ 1, ) 2 27,132 DIA._ [72.23—] • 2. Model F1 FR QREC Horizontal Sidewall Sprinkler Deflector: EC-9 Installation Wrench: Model D Sprinkler Wrench of Model W2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Installation Data Nominal Sprinkler Nominal Thread K-Factor Sprinkler Approval(2) Temperature � Orifice Size Length Organizations Rating Identification U5 Metric Number(SIN) L /az"13,,("NPT 2,85 135°F (57°C)mmR3/) 8.0 115 (72,4mm) 1,2,3,4 155°F (68°C) R4862 175°F (79°C) Model F1 FR QREC Recessed Horizontal Sidewall Sprinkler Deflector: EC-9 Installation Wrench: Model GFR2 Sprinkler Wrench Approval Type: Quick Response Extended Coverage-Light Hazard Occupancy Model F1 FR QREC Horizontal Sidewall and Recessed Horizontal Sidewall Required Minimum Flow/Pressure _ Flow Rate Pressure Maximum ApprovaVt Deflector to Ceiling On Uminpsi bar Coverage Area Temperature Orcianizations Dimension UL FM UL FM width x Length Rating0) F1 F2 Min.-Max. _ ft.x ft. m x m _ Inches(mmj, 26 (98A) - 10.6 (0,7) - 16 x'16 (4,9 x 4,9) 135°F (57°C) 6-12 (153-305) 29 (109.8) 32 (121,1) 13.1 (0,9) 16.0 (1,1) 16x16 (4,9x4,9) 4-12 (102-305) 29 (109.8) 36 (136,3) 13.1 (0,9) 20.2 (1,4) 16 x 18 (4,9 x 5.5) 4-12 (102-305) 32 (121.1) 40 (151.4) 16.0 (1,1) 25.0 (1,7) 16x20 (4.9x6.0) 15�°F (68°C) 1,2,4 1,7_,3,4 4-12 (102-305) 36 (136.3) 44 (166,6) 20.2 (1,4) 30,2 (2,1) 16x22 (4.9x6,7) 1751F (79°C) 4-12 (102-305) 39 J147.6 48 181.7 23.8 1,6 36,0 2,5 16 x 24 4.9 x 7,3) _ 4-12 102-305 33(124.9) 17,0(1,2) 18 x 18(5,5 x 5,5) 13,5°F (57°C) 4-12(102-305) 39(147.6) 23,8(1,6) 14 x 26(4.3 x 7,9) 135°F (57°C) 4-6(102-153) 40(151.4) 25,0(1,7) 18 x 22(5,5 x 6.7) 135°F (57"C) 4-12(102-305) 46(174.1) 33,1 (2,25) 14 x 26(4.3 x 7,9) 135°F (57°C) 1,2 1,2 6-12(153-305) 33(124.9) 17,0(1,2) 18 x 18(5,5 x 5,5) 155°F (68°C) 4-12(102-305) 40(151.4) 25,0(1,7) 18 x 22(5,5 x 6.7) 155°F (68°C) 4-12(102-305) 46 174.1 33.1 2 25 14 x 26 4,3 x 7,9)1155°F 68°C 6-12 153-305 (')FM Approval of recessed sprinkler-135°F(57°C)and 155°F(68°C)only. (2)Refer to escutcheon data table for dimensions. Prue OF m S N r/t' r"7 °° F 7URN SPRM COLLW I� l�LDAAEYM `J AWUSMWM 1 4MM 3. Installation Sprinkler Types Quick response sprinkler are intended for installation as Extended Coverage Pendent specified in NFPA 13. Quick response sprinklers and stan- Extended Coverage Sidewall dard response sprinklers should not be intermixed. • EC-9 HSW Deflector The Model F1 FR QREC Recessed Sprinklers are to be in- Recessed Extended Coverage Pendent stalled as shown. The Model F1 or F2 Escutcheons illus- Recessed Extended Coverage Sidewall trated are the only recessed escutcheons to be used with • EC-9 HSW Deflector the Model F1FR QREC Sprinklers, The use of any other Finishes(') recessed escutcheon will void all approvals and negate all Standard Finishes)') warranties. Sprinkler Esoutohcon When installing Model F1 FR QREC Sprinklers, use the Bronze Brass Model D Sprinkler Wrench or Model W2 Sprinkler Wrench. Chrome Chrome When installing Model F1 FR QREC Recessed Pendent or White&Black Polyester(3) White Recessed Sidewall Sprinklers, use the Model GFR1 Sprin- Special Application Finishes kler Wrench. Any other type of wrench may damage these. S rinklerM Escutcheon sprinklers. Electroless Nickel PTFE(3) Electroless Nickel PTFE Glass bulb sprinklers have orange bulb protectors to Bright Brass Bright Brass p g p Black Plating Black Plating minimize bulb damage during shipping, handling and in- Black Paint Black Paint stallation, REMOVE THIS PROTECTION AT THE TIME THE Off White Satin Off White SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE Chrome Chrome Dull PROTECTION. Removal of the protectors before this time (1)Other colors and finishes are available on special order. Consult may leave the bulb vulnerable to damage. PASCO wrench- z factory for details. es are designed to install sprinklers when covers are in FM Approval limited to bronze,bright and satln chrome plated, g p and polyester coated only. place. REMOVE PROTECTORS BY UNDOING THE CLASP (3)cULus Listed Corrosion Resistant Sprinkler BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS, Escutcheon Data Maintenance Escutcheon ,All Face of Fitting The Models F1 FR QREC and F1 FR QREC Recessed S rin- Model Adjustment Dimension to Ceiling or p Wall Dimension klers should be inspected and the sprinkler system main- 3/,„(19min)„) 3/,d'(5mm)- F1 3/9"(19mm) , , iz) tained in accordance with NFPA 25. Do not clean sprinklers _ _ 1-0h"(36mm !h ImIT with soap and water, ammonia or any other cleaning fluids. F2 _ /z' (13mm) 9„ (25mm)')`) Ih6"(5mm)- Remove dust by gentle vacuuming. Replace any sprin- _ �l�u"I40mm ,� (18mm kler whinh has hpPn n_ai_nted (other than factory anolied)or 0)EC Pendent damaged in any way. A stock of spare sprinklers should be )Z'EC HSW maintained to allow quick replacement of damaged or op- Ordering Information erated sprinklers. Prior to installation, sprinklers should be Specify: maintained in the original cartons and packaging until used 1. Sprinkler Model: F1 FR QREC to minimize the potential for damage to sprinklers that would 2. Sprinkler Type cause improper operation or non-operation. 3. Temperature Rating 4. Sprinkler Finish Temperature Ratings 5. Thread Type: [3/4" NPT] [ISO 7-1 R3�4] Sprinkler Maximum Bulb 6. Escutcheon Type Classification Rating Ambient Temp. Color 7, Escutcheon Finish (where applicable) _ OF _'C OF 'C Ordinary 135 57 100 38 Orange Note: When Model F1 FR Recessed sprinklers are or- Ordinary 155 68 100 38 Red dered,the sprinklers and escutcheons are pack- Intermediate 175 79 150 66 Yellow J aged separately, Maximum Working Pressure 175 psi(12 bar) SIN R4842&R4862 cULus listed for 250 psi(17 bar) 100%Factory tested hydrostatically to 500 psi (34.5 bar) The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years, Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled R b to (800)431-1588 Sales Offices Paper el lie ia (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www,reliablesprinkler,com Internet Address EG.Printed in U.S.A.03/17 P/N 9999970142 SUBMITTAL PACKAGE t. all try, f T. A A A. 1 1 x 1 ' / O r� 00 FLEXHEADO c � Lpm INDUSTRIES --Lii i -- FBG �(O/) 1 Sv:rIM A PART OAat «rnAOVEn kore r 1 We invented the concept of�:616� ire protection"' The FlexHead,"Advantage FLEXHEAD'9 QUALITY FLEXHEADcR FEATURES • Best corrosion resistance • Is seismically qualified for use, Made from 100% 304 stainless steel eliminating the need for an oversized • Excellent friction loss values ring around the sprinkler head in One-inch true-bore ID reducing the seismic areas need to upsize mains and branch lines, Has the same product design that is 1'/4" available dual listed by both UL and FM • Pressure surge protection • Can be produced domestically to Fully braided connection improves pressure meet all your project requirements capability and prevents hose damage • Has serial identification with complete • Highest maximum working pressure audit tracking of finished goods Rated up to 300 psig • Has a comprehensive limited warranty • No o-rings or gaskets backed by an A++ insurance company Welded connections reduce potential leak • Offers a varietv of flexible fire sprinkler points at the inlet and outlet fitting connections, suspended ceilings, gypsum • Tightest thread tolerances board ceilings, institutional applications, Outlet fitting threads are machined from cleanroom and duct applications solid bar stock reducing potential leaks Offers 1.25" FlexHead' hose for superior at the sprinkler head fit-up friction loss numbers • Extra stability Bracket has a full 6-inch base to stabilize the sprinkler head during installation, pressurization or activation Y � TABLE OF CONTENTS Introduction 2 Table of Contents 3 Installation Instructions 4 - 7 NFPA 13 Code Language and Seismic Qualification 8 - 9 Friction Loss Data and Specifications 10 - 11 Suspended Ceiling Detail 12 Hose Specification Sheet 13 Bracket Specification Sheet 14 FlexHead" Commercial Products 15 FlexHeadO Sprinkler Hose Fittings 16 Warranty 17 Whether your°application is commercial, industrial, clean room, or institutional, FlexHea&flexible-sprinkler systems,can-save you-time=and money-by-offering reliable, highly-efficient,,seismically qualified, and environmentally responsible products. U.S.and international patents pending;#6,123,154,#6,1 19,784,#6,752,218,#7,032,680,#6,488,097. The FlexHeadO name and logo are trademarks of FlexHead Industries,Inc. FGG/BM/CZT"'System Compatible indicates that this product has been tested,and is monitored on an ongoing basis,to assure its chemical compatibility with FlowGuard Golds,BlazeMasters and Corzang pipe and fittings.FGG/BM/CZT"',FlowGuard Gold®, BlazeMasterO,and Corzan®are licensed trademarks of The Lubrizol Corporation USGBC and LEED are registered trademarks of the U.S.Green Building Council.The FlexHead'Commercial Products have been tested and evaluated by Spears"for acceptable use with FlameGuard®CPVC Fire Sprinkler products. FLEXHEAV 800.829.6975 INC)USTRIES-1-110f We invented the concept of flexible fire protection" INSTALLATION 1 ' 1 & A11 BRACKET Nor Installation of FlexHead® Commercial Ceiling Flexible Sprinkler Drop System For use with FlexHead®hoses; 2024T, 2036T, 2048T, 2060T, 2072T 2024ET, 2036ET, 2048ET, 2060ET, 2072ET T Bar Ceiling Grid Installation FlexHead® Flexible Hose Installation The bracket is designed for use on ceiling grids conforming 1.Apply Teflon®tape and pipe sealant to the 1" NPT to ASTM C635, thread. Install into branch outlet. Any direction is 1) Locate the center of the ceiling tile marking, then align acceptable, ensure the hose is allowed at least one the screw hole for true center of tile installation. bend per installation to allow for seismic movement. 2)Clip the bracket on the T-Bar Ceiling Grid. 2. Tighten hose using the pipe drop section, never apply a wrench to the braided hose for installation. 3)Center of the leg section must be on the outside of the T-Bar(Figure 1). _ 4)Secure each bracket leg to the T-Bar with#2 Head self tapping screw. ' 1 Fig.1 MPO Bracket Shown Do not wrench on braided hose FLEMEAV INDUSTRIES`LL,f www.flexhead.com .—. M,qre Secure the FlexHead®Sprinkler Drop to Bracket Adjustment for Multiple Positions the Bracket 1. MPO Hub Adjustment- Remove the nut and screw 1, Maneuver the flexible sprinkler drop from the branch on the hub assembly. Slide out the tab and move to to the bracket. Review that the hose length, number desired position. Insert tab into square opening at of bends, and bend radius are applicable for the desired position and install screw from below. Install installation per NFPA guidelines. (See corresponding nut and tighten to hand tight plus one turn. hose technical data sheet for installation information on pages 10-11.) 2,The bracket has an open hub for ease of installation. Open the hinge apparatus by turning the locking shaft '/a turn, Slide the flexible hose into the hub. Ensure the drop is vertical and the SS Flexible®hose is not applying a substantial moment on the bracket, causing sprinkler misalignment, Latch the hinge door close and adjust the sprinkler drop for desired ceiling height.Tightening the set screw till hand tight plus 1 full revolution, (100 in-lbs). 3. Install desired sprinkler head per the manufacturer's installation instructions, 2. ADO Hub Adjustment- Loosen screw and nut on each side of the hub, do not remove. Slide the hub to the desired position and tighten screw on each side. Tighten the nut to hand tight plus one turn. 1 1• I I �B•3 � MRO Bracket Shown US. and International Patent Pending: #6,123,154, #6,1 19,784, #6,752,218, #7,032,680, #6,488,097 I I FLEXHEAD 800.829.6975 INDUSTRIES -9 „M,,,.G\atkore We invented the concept of flexible fire protection'" INSTALLATION INSTRUCTION ► 1 Installation of FlexHead® Commercial Ceiling FlexHead®Flexible Hose Installation Flexible Sprinkler Drop System A. Apply Teflon®tape and pipe sealant to the 1" NPT thread, Install into branch outlet. Any direction is Multi Position Tall Bracket(MPT) TO Red Bar acceptable, ensure the hose is allowed at least one ADJT-24-BKT is approved for use with the standard bend per installation to allow for seismic movement. FlexHead®Flexible Sprinkler hose, See corresponding B.Tighten hose using the pipe drop section, never apply technical data sheet for installation information, a wrench to the braided hose for installation, (Fig. 2) t r. rrimc- , 6.1 ' f FlexHead®Standard Tall - 2024T, 2036T, 204©T, 2060T, 2072T ti Secure the FlexHead®Sprinkler Drop to MPT Bracket FlexHead®Standard Tall Elbow A. Maneuver the flexible sprinkler drop frorn the branch to 2024ET, 2036ET, 2048ET, 2060ET, 2072ET the MPT bracket, Review that the hose length, number T IPT r of bends, and bend radius are applicable for the The vII pracKei is set nor�4 center of uie insrauauon, installation per NFPA guidelines, (See Corresponding(See next page for additional installation configurations) hose technical data sheet for installation information on T Bar Ceiling Grid Installation pages 10-11,) The MPT bracket is designed for use on ceiling grids B.The MPT bracket has an open hub for ease of conforming to ASTM C 635. installation, Open the hinge apparatus by turning the A. Locate the center of the ceiling tile marking, align the locking shaft'/4 turn. Slide the flexible hose drop into offset screw with that marking for true center of the hub. Ensure the drop is vertical, and the SS Flexible tile installation, hose is not applying a substantial moment on the Insert one bracket leg at a time, applying a downward bracket causing sprinkler misalignment. Latch the pressure on the bracket leg and T-Bar, screw the hinge door close and adjust the sprinkler drop for self-tapping screw using a#2 square head driver, Place desired ceiling height. Tightening the set screw till hand the second leg on the T-Bar and repeat process. tight plus 2 full revolutions, (130 in-lbs), (Fig. 3a (Fig. 1) and 3b) - C. Install desire sprinkler head, per the manufactures installation instructions, FLEXHEAD Do not wrench on braided hose • +N D U S r R I E S i;l www.flexhead.com . ,_Aatkore Ceiling Tile Installation Installation Configuration A, The flexible sprinkler drop system with MPT Bracket is able to be installed prior to the ceiling tile installation, preventing the need for sprinkler contractor file adjustment, 24"Tile-24/4 Quarter Mark B. For ease of tile installation, cut the largest sprinkler hole Position recommended by the manufacture. The largest hole that is still covered by the sprinkler escutcheon allows for an easier install, C. Angle the tile at 45 degree and push the tile through the hole and up above the ceiling T-bar, maneuver the tile and allow it to drop in the proper location, (Fig.4) 16"Tile-16/2 Center Position i 16"Metal Stud (Web Size>5") Center Position Installation Complete - — - 14-1/2"Wood Stud Center Position r ` US and International Patent Pending: #6,123,154,46,119,784, #6,752,218,#7,032,680,#6,488,097 i FiEXHEau 800.829.6975 INDUSTRIES 1-4) We invented the concept of flexible fire protection"' NFPA 13 CODE LANGUAGE & SEISMIC QUALIFICATION NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2016 EDITION 9,21.3,3 Flexible®Sprinkler Hose Fittings. 9.2.1.3.3.1 Listed flexible sprinkler hose fittings and their anchoring components intended for use in installations connecting the sprinkler system piping to sprinklers shall be installed in accordance with the requirements of the listing, including any installation instructions, 9.2.1.3.3.2 When installed and supported by suspended ceilings,the ceiling shall meet ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical lile and Lay-In Panel Ceilings, and shall be installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels. 9.2.1.3.3.3 When flexible sprinkler hose fittings exceed 6 ft(1,83 m)in length and are supported by a suspended ceiling in accordance with 9.2.1.3.3.2, a hanger(s)attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft, (1,83 m). 9.2.1.3.3.4 Where flexible sprinkler hose fittings are used to connect sprinklers to branch lines in suspended ceilings, a label limiting relocation of the sprinkler shall be provided on the anchoring component. A. 9,2,1,3,3,3 The committee evaluation of flexible sprinkler hose fittings supported by suspended ceilings was based on a comparison of the weight of a 6 ft, 1 in (1,8 m)diameter Schedule 40 water-filled unsupported armover weighing approximately 13 lb(5.9 kg)to the weight of a 6 ft, 1 in. (1.8 m)diameter water-filled flexible hose fitting weighing approximately 9 lb (4,1 kg).The information provided to the committee showed that the maximum load shed to the suspended ceiling by the flexible hose fitting was approximately 6 lb(2,7 kg)and that a suspended ceiling meeting ASTM C 635, Standard Specification for the Manufacture. Performance. and Testing of Metal Suspension Systems of Acoustical Tile and Lay-In Panel Ceilings, and installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels, can substantially support that load. In addition,the supporting material showed that the flexible hose connection can be attached to the suspended ceilings because it allow the necessary deflections under seismic conditions. A,9.2.1.3,3.4 An example of language for the label is as follows: CAUTION: DO NOT REMOVE THIS LABEL, Relocation of this device should only be performed by qualified and/or licensed individuals that are aware of the original system design criteria, hydraulic criteria, sprinkler head listing parameters, and knowledge of the state and local codes including NFPA 13 installation standards. Relocation of the device without this knowledge could adversely affect the performance of this fire protection and life safety system. Reproduced with permission from NFPA 13-2016, Standard for the Installation of Sprinkler Systems, Copyright(D 2015, National Fire Protection Association, This reprinted material is not the complete and official position of the NFPA on the referenced subject, which is represented only by the standard in its entirety, FiEXHEAD I N D U S FRIES L;) www.flexhead.com ...m.,Aatkore FLEXHEAD@ SATISFIES SEISMIC CODE REQUIREMENTS The FlexHead®hose allows the head to move Typically, each unit consists of a threaded pipe in any direction during a seismic event without nipple for connecting to the main or branch causing damage to the sprinkler system, feeder line, a flexible hose in standard lengths, a reducing fitting that the sprinkler head attaches to, and a mounting bracket. Mounting -- Bracket . .-.. - . ---------- --------..------ -- - � \Ceiling Tile t.. FlexHead®Industries recently satisfactorily completed full-scale seismic qualification testing at the Structural Engineering Earthquake Simulation Laboratory located at the State University of New York at Buffalo,Tests were conducted using the International Code Council (ICC) acceptance criteria"ICC-ES AC-156 Seismic Qualification Testing of Nonstructural Components". • More than 90% of the states in the U.S. are adopting the • In Seismic Design Categories D, E &F, suspended International Building Code(IBC)that address, among ceilings are to be designed and installed in accordance other things, the installation of fire sprinkler systems in with CISCA recommendations for seismic Zones 3 and 4 seismic zones. with some additional requirements, Except where rigid • The latest version of the IBC defers to ASCE 7 for the braces are used to limit lateral deflections, sprinkler heads sprinkler/ceiling design in Seismic Design Categories and other penetrations shall have a 2-inch oversized ring, 9SDC)C and D, E&F. sleeve, or adapter through the ceiling to allow for free movement of at least 1 inch of ceiling movement in all • In Seismic Design Category C, suspended ceilings are to horizontal directions, be designed and installed in accordance with Ceilings& Interior Systems Construction Association (CISCA) • Flexible sprinkler connection provide characteristics that recommendations for Zones 0-2; and sprinkler heads exceed the most stringent seismic code requirements, and other penetrations shall have a minimum of 1/4-inch The flexibility of the hose allows the head to move with clearance on all sides, the ceiling in any direction during a seismic event without causing damage to the sprinkler system. FLEXHEAQ 800.829.6975 INDUSTRIES L; We invented the concept of flexible fire protection"' FRICTION1 DATA & SPECIFICATIONS ------ -- --- -- - -- -- - Maximum - -- -------- Max Rated Minimum Bend Number of Equivalent Length of tin,Diameter Schedule 40 Pipe(Ft) Pressure Outlet Hose Radius 4 0 p Model Orifice Assembly 90'Bends PSI(Kpa) Number Size Length (FM) (FM) �(FM) (FM) (FM) (FM) UL FM in(cm) in(mm) FM UL UL FM (UL) 5.6k•factor B.DIc-factor 11.2k-factor 14.Ok-factor 16.BI(-factor 22.4k-factor PSI PSI in(mm) in Oro) Ft(m) Ft(m) Ft(ml Ft(m) Ft(m) Ft(m) Ft(m) (Kpa) (Kpa) 1"INTERNAL DIAMETER(I.D.)HOSE SERIES 1 2O24T-50 I 24(610) 1 I 1 3 1 i 11 I 18.415.6) 7.7(2.3) i 7.6(2.3) 2O36T-50 3619141 3 2 j 16 26.6(8.1) 11.5(3.5) i 11.513.5) 2O48T-50 I (L27) 48(12191 I 1200► I (76.2) 4 I 3 II 24 30.302) 15.3(4,61 15.4(4.7) I , (11 075 5) (11205) 2O60T-50 601 524) 4 4 29 35.8(10.9) 19.1(5.8) 19.3(5.8) - I 2072T-50 I 7211 B28) ` I 4 I 4 I 35 145.6(13.9) 23,0(71 , 23.2(7) 2024T-75 t 24(610) f 3 I 1 1 12 ! ! 14.7(4.51 7,1(2.1) 2036T-75 36(914) 3 ' 2 j 18 21.5(6.5) 21.6(6.6) 21.816,61 10.9(3.3) 2048T-75 I 75 11.90) 48(12191 I (2001 I (76.2) 4 I 3 I 23 ! 30.5(9.3) 30.6(9.3) ! 29(8.875 1 14.8(4.5) I I{112 5) 111205) 20GOT-75 60(1524) I 4 + 4 29 - 39.5(12) 39.6(12) 36.1(11) 18.7(5.6) j 2072T-75 72(1828) i 4 j 4 ` 32 f 48.5(14.7) I 49.8(14.9) I 43.2113.1) 22.6(6.8) 2024ET-50 I 24(610) I 3 ' 1 i 19 I 26.4(6.0) t 6.8(2) 7.4(2.2) 206ET-50 36(914) 3 ) 2 23 30.1(9.1) 11 I .80.6) 1 1250,8) /e 3 175 175 2048ET-50 I (1 27) 4811219) I B(2001 (76.2) 4 I 3 1 '27 33.8110.3) 16.9(5.11 t 17.615.31 I (1205) 112051 2060ET-50 60(15241 i 4 4 ;i2 37.5 01.4) 21.9(6.6) i 22.7(6.9) 2O72ET-50 : 72(1628) I 4 4 35 412 02.5) 27.0(8.2) 27.8(8.4) i 2O24ET-75 24(610) j 1 18 14.7(4,5) 8.212.51 2O36ET-75 36(914) 3 2 23 1 25.2(73) 2617,9) 21 8(6 6i 1313 q) / 8 3 175 175 204AET-75 (1.901 48(12191 i (200) Clfi.21 4 3 23 - 1 32.91101 3311 G) 2918.81 1'1.?15.n1 (1205) 11205) 2O60ET-75 60{1524) I 4 ; 4 29 40,6(12.3) 40(17.11 36.1(11.0) ,' 22.6(6.8) I7211828) I I I I 47 i14.31 43.2113.1) 27.518.312072ET-75 ' 2024E-50 I 24(610) 3 1 19 26.4(8.0) I - - 2036E-50 36(914) 3 2 23 30.1(9.2) - - 8(2001 3(76.2) 4 3 27 33.8(10.3) 175 175 2048E-50 (127)1/2 4811219) I - 112051 (12051 2060E-50 601,524) + 4 4 32 37.5(11.4) - - - - 2072E-50 72 it828) I 4 I 4 I 35 41.2(12,6) - I 2024E-75 24(610) I 3 1 18 14,7(4.5) - 2036E-75 36(914) 3 2 23 21.8(6.6) - ! 2048E-75 75 (1390) 48(1219) 12001 (76.2) 4 3 23 29.0(6.81 (11206) (176 1205) 2060E-75 60(1524) 4 4 29 - 36.1(11.0) 2072E-75 72(1828) 4 4 32 1 43.2113.21 - Notes: Chart continued on the next page •Model Numbers:The"T"designates tall drops length hose series,The"ET"designates tall elbow drop hose series.THE"E"designates elbow drop hose series.The"H"designates high pressure 300PSI working pressure hose series,The"HE"designates high pressure 300PSI elbow hose series,The"F" designates high flow rate using 1-'/4 I.D.hose series,The"DIPS"designates dry pendent system hose series. •Max ambient temperature rating on all model numbers are 300°F(148°C). •Equivalent lengths are shown with maximum number of 90 degree bends at the minimum bend-radius per agency.Different values were obtained by FM and UL due to the difference in minimum bend radius,testing protocol and calculation methods. Please see individual standards for more information relative to friction loss(equivalent length of pipe), •FM equivalent length calculation includes sprinkler head friction loss. •See listing(s)approval agency for the latest approval details, •FlexHead products are intended for use in hydraulically designed wet,pre-action,deluge or dry pipe sprinkler connections per NFPA 13, 13R and 13D guidelines, m FLEXHEAD I N 0 U 5 T R I IF S www.flexhead.com ­­4_ atkore FRICTION 1 DATA & SPECIFICAi Minimum Bend Maximum Max Rated Pressure Outlet Hose Number of Equivalent Length of tin.Diameter Schedule 40 Pipe(Ft)Radius 98•Bands PSI(Kpe) Made) Orifice Assembly Number Site Length FM UL _ (FMI (FMI 0) (FM) IFM) (FMI in(cm] in(milt) FM UL PSI FM PSI in In UL FM 5.6k-foctor 8.0k•factor 112k-factor 14.0k•fector 16.8k•factor 22.4k.factor (mm) Imm) Ft(t"I Ft Iml Fr(ml Ft(0 Ft Iml R(m) Ff(m) IKpal (Kpu) 1"INTERNAL DIAMETER(I.D.)HOSE SERIES 2024H-50 2416101 i 3 2 11 1 BA(5.6) 7.712.3) 7.6(2.3) 2036H-50 36(914) 3 3 16 26.616.1) 11.5(3.5) 11.5(3,51 Y 3 300 PSI 300 PSI 2048H-50 11 27) 48(1219) 1200)B 117G 2) 4 4 24 30.3(9.2) 15.3(4.6) 15.4 14.7) I I ( (2068Kpa) (2068Kpa) 206OH-50 6011524) 4 4 29 35.8(10.9) 19.1(5.8) 19.3(5.8) 2072H-50 I 72(1828) I I 4 1 4 I 35 I 45.6(13.9) 23(7) 23.217) 2024H-75 ( 24(610) I i 3 2 12 14.7(4.5) 14.7(4.5) 1 14.7(4.5) i 7.1(2.1) I f 203611-75 36(914) 3 3 l3 I 18 I 21.8(6.6) I21.6 16.6) 21.8(6.61 I 1 0.9 13.3) I I 300 PSI 300 PSI 9 176.2) 4 4 23 29 IB.BI 30.6(9.3) . 4.51 (206BKpa) (2068Kpa)2048H-75 48112191 B 29(B.8) 148( 206OH-75 6011524 4 4 29 36.1(11.01 39.6(12) 36.1 111.01 18.715.7) 2072H-75 72(1B281 I 4 I 4 1 32 43.2(13.11 j 48.8(14.81 I 43.2(13.1) 22.616.8) 2024HE-50 I 24(610) I 3 !, 2 19 ! 14.7(4.5) 6.8(21 j 7.412.2) I 1 2036HE•50 36(914) 3 3 23 21.8(6.6) 11.0(36) 12.5(3.8) 300 PSI 300 PSI 204BHE-50 I 11.27) 48(1219) I 1200),a 176.2) 4 4 27 1 29.0(8.8) 16.9(5.1) 17.6(5,3) I I 12068Kpa) i 12068Kpa) 2060HE-50 60(1524) 4 4 32 36.1(11) 21.9(6.6) 22.8(6.9) 2072HE-50 72(1828) I 4 , 4 I 35 1 43.2(13.1 2718.2] ...818... I 1 2024HE-75 24(610) l I 3 2 18 I I 14.7(4.51 14.7(4,5) ; 8.2(Uj) 2036HE-75 36(914) 3 3 23 21 A(6.G) 26(Z9) 21.6(661 1"(3.9) 1/1I g 3 I i ) 1 300 PSI 300 PSI 2048HE-76 (1,90) I 4B(1219) ! (200) 176.21 4 4 23 I - 29(f1,B) 33(101 1 2918.8) t 1/,8(5.4) I (2068Kpa) (2068Kpa) 2060HE-75 60(1524) r 4 4 29 36.1(11.DI 40(12.2J 36,1 i I I I 31.01 22.G16.81 /j14.3J 3.21 27.5a.3172(126J 4 4 32 43.2(13.11 2072HE-75 I 2024-DPS j 24(610) I - j 1 I I 18,4(5,6) i 7.7(2.3) j 7.6(2.3) I - 7.112.1) i 10,7(3.3) 2036-DPS _ 36(914) 1 I 2 26.6(0.1) 1 L5(2.3) 11.5(3.51 - , 10.913.3) 15.1(4.6) ; 2048-DPS 12 5'4) 48(1219) I (180) I 3 j 30.3(9.2) 15,313.5) I 15.4(4,71 I 14.8(4.5) 21.5(6.5) (11 051 2060-DPS - 60(1524) 4 35.8110.9) 19.1 15.8) 19.315.9) I{ 18.715.71 25.3 p.71 2072-DPS 72 Il B281 4 I 45.6113.9) l 23(7) I 23.2(7) t 22.6(6.9) 26.9(8.1) 1"INTERNAL DIAMETER(I.D.)HOSE SERIES _ 2036F-50 36(914) I - 1 4.1(1.2) I 4.1(1.2) 4.1 11.21 I I 175 (1z7) 2048F-50 �s 4811219) (1 7 DI 2 ! 5.4(1.6) 5.6(1.7) 5,711.7) I 1205I 2072E-50 . I - I I I I I I I 7z(1 s2BJ 8 a e.D(2.4) 8.6(2.6) 9.112,71 2036F•75 I 36(914) I 1 I I I 3,4(1.0) ( 3.4(1.0) 2048F-75 (1,901 4811219) (1801 2 4.8(1.51 4,8(1.41 (1105) 2072F-75 I 7211828) I 14 I I I I 7.6(2.31 I 7.6(2.3) 2036F-100I 36(914) I 12 I f 4 I I 3.4(1.01 1 2048F-100 1 48(1219) 7 - 3 +. } 4.8(1.41 { 175 12.54) (180) (12051 2072F-100 7211828/ 7.6(2.3) Notes: •Model Numbers;The"T"designates tall drops length hose series.The"ET"designates tall elbow drop hose series,THE"E"designates elbow drop hose series.The"H"designates high pressure 30OPSI working pressure hose series.The"HE"designates high pressure 30OPSI elbow hose series,The"F" designates high flow rate using 1-'/4 I.D.hose series.The"DPS"designates dry pendent system hose series, •Max ambient temperature rating on all model numbers are 300°F(148aC). •Equivalent lengths are shown with maximum number of 90 degree bends at the minimum bend-radius per agency.Different values were obtained by FM and UL due to the difference in minimum bend radius,testing protocol and calculation methods,Please see individual standards for more information relative to friction loss(equivalent length of pipe), • FM equivalent length calculation includes sprinkler head friction loss. •See listing(s)approval agency for the latest approval details. •FlexHead products are intended for use in hydraulically designed wet,pre-action,deluge or dry pipe sprinkler connections per NFPA 13, 13R and 13D guidelines FLEXHE LO m 800.829.6975 INDUSTRIES 4) ., "_Lratkore We invented the concept of flexible fire protection"' FLEXHEAD@ CEILING DETAIL FlexHead l Suspended Ceiling Detail FlexHead®MP024BKT2 .- ti c��;? ti,"" FlexHead®ADJT24BKT1 Bracket Bracket al y "Allows for bracket installation without pre-installing the ceiling tile FlexHea& Sheetrock Ceiling Detail FlexHead®MP024BKT2 FlexHead®ADJT24BKT1 Bracket Bracket /fir Each FM approved and UL listed unit is ready to install, pressure-and leak-tested, and comes complete with a flexible stainless steel hose and mounting bracket with adjustable hub. FlexHead® 3" Bend Radius per UL Guidelines (2 Bends Shown) FlexHead®Shown with 3 Bends ti l 1�(t gilgi ip�di�ii 5 ��6 7• ml 2 L3 � 2_ f 1i ® FLEXHEAD INOUSTRIES L�:� www.flexhead.com ... ._Aatkore HOSE 1 r p 9 MODEL: 20XX,2O , =Xf&XIES 20m,20XXHE,&20XX T SERIL5 1"-11.5 NPT 10 -1"-11.5 NPT THREAD 3.0 THREAD L320mm L+_20mm tb 1,31 I33.4� 1/2"NPT OR 3/4"NPT , L5 FEMALE THREAD I - 6:3 SEE CHART ' 2.25 MODEL# "Hose Assembly(L)Length Inches(mm)" "Drop""D""Size(Inches)" 2024E/2024HE 24(610) 2036E/2036HE 36(914) 2048E/2048HE 48(1219) 1.5,3.0,&4.0 2060E/2060HE 60(1524) 2072E/2072HE 72(1828) 2024ET 24(610). 2036ET 36(914) 2048ET 48(1219) 5.71 2060ET 60(1524) 2072ET 72(1828) 800.829.6975 We invented the concept of flexible fire protection" BRACKET SPECIFICATION SHEET Multiport Design (For use with T bar and Adjustable Design (For use with T bar, Metal Stud Applications) Metal Stud and Chicago Grid Applications): standard sizes are 1611, 2411, 30" and 48" long Model # MP024BKT2 Model # AD016BKT2, AD02413KT2, AD030BKT2,AD048BKT2 •- OVERALL LENGTH: 16 24",3d',OR4r r—wG:vst �•—iv..fVl•n t.va. E.12',15",OR 2 T IIiIAM 16.7",22.7",OR.tO.T' scot coeuas ADOt0O(OK I- -S S.0•l AO 5A't 4PEH HUB DESIGN —BOLT.(3/fr-16 L=1.0'J 1 Multi-Position Tall Bracket(For use with T bar, Wood and Metal Studs):Standard sizes are 14.5", 16" and 24" long. Model #ADJT24BKT1 am I \24h i II 14.5" '\� 16" 24" FLEXHEAD INDUSTRIE5 L-,.) www.flexhead.com -._Llatkore ,.--FLEXHEAD@ COMMERCIAL PRODUCTS 24",36",48,60",72"hose lengths, 24",36",48",60",72"hose lengths. Rated working pressure 175psi,optional 300psi. Rated working pressure 175psi,optional 300psi. Straight model, Elbow model. Standard 1"I.D.,optional 11/4"I.D. 24"Multiport Bracket for T-bar Grid or Metal 16"/24"/30"/48"Adjustable Bracket for Stud applications. T-bar Grid,Chicago Grid or Metal Stud applications. Model#:MP024BKT2(standard bracket) Model#s:AD016BKT2/AD024BKT2/AD030BKT2/ ADO48B KT2 - - - - -AL1 Hat Channel Bracket System for Metal Stud or 24"Multi-Position Tall Bracket Hat Channel applications. Model#:ADJT24BKT1 Model#:ADO24BKT2 with BKT-HTA Bracket for Confined Space Armstrong®TechZone Ceiling Bracket Dry Pendent System for Freezer and applications having a concrete for use with Armstrong TechZone Cold Storage applications deck above the ceiling. Ceiling systems. Model#:20XX-DPS-UH01 Model#:UH-2 Available in 6"long. Model#:SP06TZBKT2 FLEXHEAD 800.829.6975 INOUSTRIES 11P ° .-A. tkgre We invented the concept of flexible fire protection'" FLEXIBLE SPRINKLER HOSE FITTINGS USE EXAMPLES APPROVED APPROVED r� O Suspended Ceilings Exhaust Ducts ` APPROVED , APPROVED nuL I � I I low Institutional Cleanroom Ceilings Flexible Sprinkler Hose Fittings were developed to satisfy specific needs of the industry, save the industry millions in losses, provide superior seismic protection and promote the installation of sprinklers.They have been evaluated for use by both Underwriters Laboratory and FM approvals and are tested to approval standards that were independently developed by the testing laboratories. The first listing for a Flexible Sprinkler Hose Fitting was in 1990. ® FL.EXHEAD IN D US T R I ES www.flexhead.com ... -_�atkore WARRANTY FLEXHEAD® PRODUCTS LIMITED WARRANTY Flexhead Industries, Inc.warrants that its products will be free from defects in materials and workmanship under normal conditions of use and service when properly installed for a period of one year from date of sale. Our obligation under this warranty is limited to repairing or replacing any product that is returned to us with transportation charges prepaid within one year after the date of original sale and that our examination shows to our satisfaction to have been defective in materials or workmanship under normal conditions of use and service.The decision as to whether to repair or to replace any product shall be made by us, and any repair shall be made at our facility, Notwithstanding the foregoing,the following are specifically excluded from the coverage of this warranty, (a)Any product not manufactured by Flexhead Industries, Inc., including any sprinkler head(s)installed with or attached to a Flexhead Industries, Inc.product, provided, however, Flexhead Industries Inc. hereby assigns the right to enforce any original manufacturer's warranty of such product to the original purchaser of the Flexhead Industries, Inc.product(s). For the avoidance of doubt,Flexhead Industries, Inc.does not manufacture sprinkler heads and,therefore, does not warrant any such products. (b)defects resulting from ordinary wear and tear, including,without limitation,the replacement of the so-called poly bag components of any Flexhead Industries, Inc. product (c)products that have been altered in any manner by the buyer or by anyone other than Flexhead Industries, Inc, (d)products that have been subjected to misuse,abusive use,or damage by accident or casualty (e)products that have been installed or used in a manner contrary to our specifications,instructions or recommendation (f) products that have been installed or used in a manner that is not in compliance with all applicable requirements of any code, law, regulation or rule of any federal,state or local governmental or industry authority; and (g)products that have not been inspected and maintained in accordance wilh our specifications, instructions or recommendations,including,without limitation, our recommendations as to following the inspection and maintenance standards published by Factory Mutual Research Corporation (FMRC)and the National Fire Protection Association (NFPA); and (h)products that have been affected by Microbiologically Influenced Coirosion(MIC). This warranty is not assignable and shall benefit only the original purchaser of a Flexhead Industries, Inc,product. If any provislon hereof or any portion of any provision shall be held invalid,the remainder of this Limited Warranty shall not be affected thereby, and all provisions of this Limited Warranty shall remain valid and in full force and effect to the fullest extent permitted by law.THIS WARRANTY IS IN LIEU OF ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO,WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE.NOTWITHSTANDING ANY PROVISION TO THE CONTRARY HEREIN OR ANY APPLICABLE LAW TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD INDUSTRIES, INC.BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES UNDER ANY CIRCUMSTANCES WHATSOEVER,WHETHER ARISING FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION WITH THE USE OR OPERATION OF, OR ANY DEFECT IN,ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR OTHERWISE.The risk of damages from any breach of warranty with respect to injury to any person will be born by the purchaser of Flexhead Industries, Inc, product. FLEXHEAD 800.829.6975 INDus TRIES 1- ) ... ..L\aIkora We invented the concept of flexible fire protectionTPn NOTES FLEXHEAD IND US,R I E S-L-0 www.flexhead.mm ,IA-A\atkoro f t FLEXHEAD m 800.829.6975 1 N D us i R I E S'LP �rurto.�atkore 77 yj`1fi 1q. , 4, Ir'' " - ''• :' 1 ► r t 1,tS4 y,•,, npr.l-�;�'► r1 rL IIY 1i�( .T >.t. ,4. 1' , I 1 � ll� •I1. 1;6 1�. $, v'� r ''�. �. - - ;'ti I��,• 'p 1i�t::.i•�`' ���IN�t� ...V .' � � .1 ll �:�� �� / :i'R c Y•;+i�. , li r r I��ls�. r�������������se''r� .`.'. .��f�?I�'���' . J�I,,I'�'•f� S 7 i'���� ,a� �'6l•1`- �F�T �y�t 1r/l _.4 rT} � ,/ ��- . � �w.ln,,'d.l�t' �.:,}� �a.b41 M'}I ?',1�.'P�- 1�1f`1' -^/ Yl�le' 1�11�!'wll'}�1�IIJ *i �17?� 'r. Y ic't•i V +- ' i�1�:. 'i��� �1i'�� �pa5 � �� ✓�1' \ L 's .Y � \.��t•If. l rfh� '.� /j 56 - p-_,.I 1 -j 11 .a - i �/ r�;1 •F�]' • AS! .I. ti 1' .t.l' 1 I 1 ��K_ '��yy�y 1_).y�.r� II�..T• ��Ct �(:��1��'I„�'. t.'1,1• ':�I� SS �l.fr'A� .1'y. 1.1T `/�.11 :�Y•!J , '-Txy� Lowland Street Holliston, PHONE / 508-893-9596 800-829-6975 a f• allied s ' `r�. t Y al ! ! AFCreiFITTINGS • i ;T2qUT Cc sT-RD i t i + 4$ State Pipe & Supply, Inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE,AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 10**Black and Galvanized Steel ERW Pipe Pipe Size Test Pressure Nominal O.D. I.D. Weight/Foot psi T. 1.315 1.097 1.410 700 1-1/4" 1.660 1.442 1.810 1200 1-1/2" 1.900 1.682 2.090 1200 2" 2.375 2.157 2.640 2300 2-1/2" 2.875 2.635 3.530 2500 3" 3.500 3.260 4.340 1290 4" 4.500 4.260 5.620 1000 5" 5.563 5.295 T780 1010 6" 6.625 6.357 9.300 1020 8"" 8.625 8.249 16.960 1 780 "8"wall thickness is 0.188,not 8CH10 or 0.148"wall thickness. COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition January 2006. Chemical Requirements,Percent Product C Mn P S Other Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 1 - 1 Residual elements max;Cu•0.40,NI-0.40,Cr-0.40,MO-0.15 and V-,08.These live elements combined shall not exceed 1%. Mechanical Properties-Tensile Requirements Sven th-psi. Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30,000 - 48,000 NOTE: Elongation requirements vary with nominal area of test specimen and specified minimum tensile strength of the steel grade. 9615 S.Norwalk Blvd„Santa Fe Springs,CA 90670•(562)695-5555 FAX:(562)692-1054 www.stateplpe.com 4$ State Pipe & Supply, Inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE,AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 40 Black and Galvanized Steel ERW Pipe Pipe Size Test Pressure Nominal O.D. I.D. Weight/Foot psi T. 1.315 1.049 1.680 700 1-1/4" 1.660 1.380 2.270 1200 1-1/2" 1.900 1.610 2.720 1200 2" 2.375 2.067 3.660 2300 2-1/2" 2.875 2.469 5,800 2500 3" 3.500 3.068 7.580 2220 4" 4.500 4.026 10.800 1900 5" 5,563 5.047 14.630 1670 6" 6.625 6.065 18.990 '1520 8" 8.625 7.981 28.580 1340 COMPOSITION AND PROPERTIES (`homirol end mow...... �l r.n►www.+ine ro Hole ern.teen sn.6.wd i...swwliwwi.lw AQTY wMw.iw..Is wd:�lww January 2006. Chemical Requirements,Percent Product C I Mn P S Olher Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 1 Residual elements max:Cu-0.40,NI.0.40,Cr-0.40,Mo-0.15 and WDS. These live elements combined shall not excretal 1%. Mechanical Properties-Tensile Requirements Stren th si. Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30,000 - 48,000 - NOTE: Elongation requirements vary vA0h nominal area of test specimen and specified minimum tensile strength at the steel grade. 9615 S.Norwalk Blvd„Santa Fe Springs,CA 90670 (562)695-5555 FAX:(562)692-1054•www.stateplpe.com Ed • `-!; Mar ANUMEMP SPRINKLER PIPE Trust Bull Moose when it comes to protecting your most valuable assets. As the leading manufacturer of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. BULL MOOSE ADVANTAGES OTHER BENEFITS/SERVICFc • UL listed(US&Canada)and FM approved We have the most stocking locations in ASTM A135 and A795 Type E, industry,for best delivery and availability • Grade A Certified Plain end or roll groove Complies with NFPA-13,13R and 14 Eddy Guard II®bacterial-resistant internal coating Industry-leading hydraulic characteristics. • Custom length options • CRR of 1.0 and greater • Hot dipped,galvanization • All pipe NDT weld tested • Reddi-Pipe@ red pipe to eliminate field painting EXClusive maker of , , , o Compatible for use in wet,dry,preaction red painted pipe. and deluge sprinkler systems Aus LISTED � APPROVED o 1 " NFPA ameacnnnr. arMwia.n..ucinum• lY. 000.325,4467 salesl�bullm o aind stt es.com 7 I IMW I MLI, " I ' J 11T,FMR 1 r Ii1 I 0.0(in) 1.660 1.900 2.375 2.875 3.500 4,500 I.D.(In) 1.530 1.728 2.203 2.705 3.334 4.310 EmptV Weight(lb/ft) 1.222 1.844 2.330 2.809 3.361 4.96E —j Water Filled Weight(lb/ft) 2,019 2.860 3.982 5.299 7,144 11.290 W! > ' C.R.R. 1.99 3.44 2.78 1.66 1.00 1.00 Ay Pieces per Lift 61 61 37 30 19 19 Lift Weight(Ibs)21'lengths 1,565 21352 1,910 1,770 1,341 1,992 Lift Weight(Ibs)24'lengths 1,709 2,700 2,069 2,022 1,533 2,265 Lift Weight(Ibs)25'lengths 1,864 2,812 2,155 2,107 1,596 2,360 0, . 1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 5 J.D.(in) ! 1,097 1.442 1.6B2 2.157 2,635 3.260 1 4.2 0 617 8.249 Empty Weight(lb/ft) 10 1.810 2.090 1 2.640 3.530 5.620 9.290 16.940 Water Filled Weight(lb/ft) 1.820 3.053 4.223 .893 7.957 11.796 23.038 40.086 ER:R, 15.27 9.91 7 6.2 27 4.92 3.54 2.50 1.158 1.005 Pieces per Lift 91 61 37 19 19 10 7 Lift Weight(Ibs)21'lengths ,695 2,319 2,677 2,051 2,224 1, 2,24Z 1,951 2,490 Lift Weight(Ibs S 3,079 2,650 3,060 2,344 2,542 1,979 2,563 230 2,848 ght llbs)25'lengths 3,208 2,760 3,187 2,442 2,649 2,062 2,670 k 1.295 1.650 1.900 2.3.(in) 1.083 1.418 1.645 2.123 nptV Weight(lb/ft) 1 2.070 2.547 3.308 ater Filled Weight(lb/ft) 1.860 3.468 4.B42 = C.A.A. 1.00 1.00 00 Pieces per Lift 70 44 30 Llft Weight(Ibs)21'lengths 2,149 2,217 2353 2,084 Lift Weight(Ibs hs 2,454 2,534 2,690 2,382 ght(lbs)25'lengths 2,557 2,639 2,802 2,481 0. 1.315 1.660 1.900 2.375 2.875 3.500 4.500 10.(In) 1.049 1.380 1.610 2.067 2.469 3.068 4.0 CM 10. Weight(lb/ft) 0 2.270 2.720 3.660 5.800 10.000 1 W Water Filled Weight(lb/ft) 2.055 3.602 5.114 .875 10.783 16.316 J 0 C.R.R. 1.00 1.00 1 1.00 1.00 1.00 1.00 W Pieces per Lift 70 44 30 19 19 ,? Ln Lift Weight(Ibs)21'lengths 2,47a 2,431 2,513 2,306 3,654 3, 4,309 Lift Weight(lbs)� ' s 2,822 2,778 2,072 2,635 4,176 3,456 4,925 gilt llbs)25'lengths 2,940 2,894 2,992 2,745 4,350 3,601 5,130 BuilMooseTube.com ES-A-M300/M300N Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative MaximTM Series M300 (Maxim 300), 1.% M30ON (Maxim 300N) Double Check Detector Assemblies 300 BFG Sizes: 2'/z" —10" (Maxim 30013F) The Maxim M300, M300N Double Check Detector Assemblies are designed to protect drinking water supplies from danger- ous cross-connections in accordance with national plumbing M300 OSY codes and water authority requirements for non-health hazard (Maxim 300GV) non-potable service applications such as irrigation, fire line, or industrial processing.The Maxim M300, M300N may be installed under continuous pressure service and may be subjected to backpressure•The Maxim M300, M300N are used primarily on fire line sprinkler systems when it is necessary to monitor unau- thorized use of water, rr..w►t Features •Extremely Compact Design •70%Lighter than Traditional Designs •304(Schedule 40)Stainless Steel Housing&Sleeve Specifications •Groove Fittings Allow Integral Pipeline Adjustment The Double Check Detector Assemblies shall consist of two •Patented Tri-Link Check Provides Lowest Pressure Loss independent Tri-Link Check modules within a single housing, •Unmatched Ease of Serviceability sleeve access port,four test cocks and two drip tight shutoff •Available with Grooved Butterfly Valve Shutoffs valves.Tri-Link Checks shall be removable and serviceable, with- out the use of special tools.The housing shall be constructed of •Available for Horizontal,Vertical or N Pattern Installations 304(Schedule 40)stainless steel pipe with groove end connec- •Replaceable Check Disc Rubber tions.Tri-Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage.The WN1111,11hVINI bypass assembly consists of a meter registering either gallon or cubic measurements, a double check valve assembly and It is illegal to use this product in any plumbing system providing required test cocks.Assembly shall be a Maxim M300, M300N water for human consumption, such as drinking or dishwash- as manufactured by the Ames Fire&Waterworks, ing, in the United States. Before installing standard material product,consult your local water authority, building and plumbing codes. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer.You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. A �A � 5 Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, FIRE&W AT E R W O R K5 speclfications,or materials without prior notice and without Incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Configurations Available Models •Horizontal OSY- UUFM flanged outside stem and yoke •Vertical up resilient seated gate valves •"N"pattern horizontal BFG-UVFM grooved gear operated butterfly Materials valves w/tampor switch Housing&Sleeve: 304(Schedule 40)Stainless Steel *OSY FxG - Flanged inlet gate connection and grooved Elastomers: EPDM,Silicone and Buna'N' outlet gate connection Tri-Link Checks: NoryKR),Stainless Steel *OSY GxF-Grooved inlet gate connection and flanged Check Discs: Reversible Silicone or EPDM outlet gate connection Test Cocks: Bronze Body Nickel Plated *OSY GxG -Grooved inlet gate connection and grooved Pins&Fasteners: 300 Series Stainless Steel outlet gate connection Springs: Stainless Steel 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: 330F—110°F(5°C—43°C) Maximum Working Pressure: 175psi(12.06 bar) Dimensions — Weights Ciio J (open) 1 . 0 0 °O° D o 0 0 0 I ..._.._._ A _.. _.. _.I _ .... . .. » G r._....._ P .. M300,M30ON SIZE WEIGHT A C(OSY) D G H I J P M300 M300N in in mm in mm In mm In mm in mm In mm in mm in mm lbs. s. lbs. kgs. 2'/2 303/4 781 16% 416 3'/2 89 291/16 738 21'h 546 1513/e 402 813/s 223 133/e 335 139 63 147 67 3 313/4 806 187/e 479 311/s 94 301/2 775 221/4 565 17'/e 435 93/e 233 141/2 368 159 72 172 78 4 401/2 1029 223/4 578 5 127 393/4 1010 301/4 768 203/e 518 1111/s 297 153/e 386 233 106 256 116 6 473/4 1213 301/e 765 61/2 165 40 1016 371h 953 243/4 629 143/s 360 19'/2 495 404 183 444 201 B 54'/4 1391 371/4 959 71/2 191 591A 1502 451/8 1146 283/s 721 163/4 425 211/2 546 578 262 654 297 10 573/4 1467 453/4 1162 On 208 66 1676 491/2 1257 321/2 826 175/s 440 24 610 795 361 965 438 F � 1� �....._....... A ._._..... - � ' _.._.. P............ M300BFG,M30ONBFG G SIZE DIMENSIONS WEIGHT A C D G H I J P M30OBFG I M30ONBFG In. In. mm In. mm in. mm in. mm in. mm In. mm in. mm in. mm lbs. k s. lbs. k s. 2'h 273/4 705 8 203 3'/2 89 297/e 759 211/2 546 1415/6 379 813/s 223 13 330 70 32 78 35 3 28'/4 718 85/s 211 311/6 94 303/4 781 22'/4 565 157/e 392 93/s 233 13'/2 343 68 31 81 37 4 353/4 908 811/6 221 413/s 122 39 991 30'/4 768 18 457 1111/o 297 15 381 133 60 156 71 6 403/4 1035 10 254 6 152 477/k 1205 371/2 953 2011/G 525 143/G 360 191/2 495 225 102 265 120 8 1 473/4 1213 1 123/s 310 613/e 173 1 56 1422 1 451A 1146 24Ye 613 163/4 425 211/2 546 359 163 435 197 Noryl9 is a registered trademark of SABIC Innovative PlasticsTM Approvals Capacity •Approved by the Foundation for Cross-Connection Control UVFM Certified Flow Characteristics l and Hydraulic Research at The Unversity of Southern Flow characteristics collected using butterfly shutoff 1 California(FCCCHR-USC) valves, See literature S-MAXIM-200/300 for gate valve flow •AWWA C551-92 characteristics For additional approval information please contact the factory or Flow capacity chart identifies valve performance based upon visit our website at www.amesfirewater.com rated water velocity up to 25fps • Service Flow is typically determined by a rated velocity of �• S 7.5fps based upon schedule 40 pipe. FM • Rated Flow identifies maximum continuous duty ASS Cn Approved performance determined by AWWA. 1048 C us ("*8FG&OSY Only) • UL Flow Rate is 150%of Rated Flow and is not B64.5 recommended for continuous duty. • AWWA Manual M22[Appendix C] recommends that the maximum water velocity in services be not more than 1Ofps. — Horizontal Vertical ----- N-Pattern 2'/" 6" p31 Service Flow Rated Flow "UL Rated Flow Psi 2 Service Flow Hated Flow •UL Haled Flow 14 12 N 10 d 10 -- - - - - V N - HP= 6 — 8 — - - = 4 V 10 52 6 _ 52 4 _._. -- I E 2 _._ 7"711 2 0 0 50 100 150 200 250 300 350 gpm 0 300 600 900 1200 1500 gpm 0 190 380 570 760 950 1140 1330 Ipm 0 1140 2280 3420 4560 5700 Ipm 7.5 15 fps T5 12 fps psi Service Flow 311 Rated Flow •UL Rated Flow psi 811 12 12 Service Flow Rated Flow •UL Rated Flow _ 10 -_-_-_ _ - - H 10 - -8 N � 8 [_i_ - V of 6 N 6 WS - 4 - -- - -- - 5 4 _ V L 2 2 D 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 411 1011 p51 Service Flow Rated Flow •UL Rated Flow psi 12 12 Service Flow Haled Flow •UL Rated Flow 10 N 10 N 8 �r V g - V H S J 00 6 6 . K 4 - - -- - - 5 4EE - - - - 2 2 0 0 0 100 200 300 400 500 600 700 800 gpm 0 500 1000 1500 2000 2500 3000 3500 gpm 0 380 760 1140 1520 1900 2280 2660 3040 Ipm 0 1900 3800 5700 7600 9500 11400 13300 Ipm 7.5 13 fps 7.5 10 fps Ill Inquire with governing authorities for local installation requirements A M E 5 m FIRE 9&WATERWORKS A WATTS Brand USA:9ackflow T:(978)689-6066•F:(978)975-8350•AmesFireWater.com USA:Control Valves T:(713)943-0688•F:(713)944-9445•AmesFIreWater,com Canada: T:(905)332-4090•F:(906)332-7068•AmesHreWater.ca Latin America: T:(52)81-1001-8600•AmesFireWatencom ES-A-M300/M300N 1833 0 2018 Ames Fire&Waterworks t,:• _ I 'Grooved • High quality fire protection control Butterfly Valves in Grooved End connections. • These valves are UL, ULC listed and FM approved and are available in sizes from 21/2" up to 8". • They are supplied from stock with factory installed UL listed double tamper switch for indoor and outdoor use. Grooved End 2 1/z" - 8" (65mm up to 200mm) Working Pressure and Temperature Working Pressure 300 psi (21.4 bars) Max.Test Pressure 600 psi(42.8 bars) Max.Working Temperature 2500F(120°C) Materials List Components Material Body ASTM A-536 Nylon-11 Coated Disc ASTM A-536 EPOM Encapsulated APPROVED LISTED Upper&Lower Stems AISI 420-SS E r G-I H:DISC LEARAN EOF BODY SbDI UGH END OF Housing ASTM A-536 lN THE POSITION Hand Wheel ASTM A-536 Flag Indicator ASTM A-536 Shear Pin ASTM A-510 Segment Gear ASTM B-148 or B-584 Housing Gasket EPDM Grade E 51A 0-Rings(All) EPDM Grade E TAMPER RESISTANT FASIENER Size A B C D E F G H 21/z" 4.13(105) 3,30(85) 3.80(96.4) 2.87(73.0) 5.31 (135) 5.04(128) 5.04(128) ---- 3" 4.41 (112) 3.60(92) 3.80(96.4) 3.50(88.9) 5.59(142) 5.04(128) 5.04(128) --- 4" 5.71 (145) 4,30(108) 4.54(115.4) 4.50(114.3) 6,89(175) 5,04(128) 5.04(128) -- 6" 7.05(179) 5.71 (145) 5.21 (132.4) 6.63(168.3) 8.23(209) 8.66(220) 8.66(220) 0.28(7.10) 8" 8.03(204) 6.70(170) 5.80(147.4) 8.63(219.1) 9.21 (234) 8.66(220) 8,66(220) 0.95(24,2) Reliable Automatic Sprinkler Co., Inc. ManufaChlrer& Global Distribator of Fire Protection Piod"), 1.800.431.1588 U. Reliable' i 1 1TECHN Grooved • Butterfly Valves Wiring Diagram SUPERVISORY TAMPER SWITCH CIRCUITS FIRE ALARM CONTROL PAN EL (VALVE FULLY OPEN) SUPERVISORY CIRCUIT OPEN(NE➢) S1 NC - —� CLOSED(VCLLOM COM NO '_-_ END OR LINE RESISTANCE COMMON(WHITE)- _ OR NE%T DEVICE GREEN ACTUATOR CASE GROUND OPEN(ORANGE) NC VOLTAGE S2` CLOSED(BLUE) SOURCE COM NO L DMMON(OLAC%) AUXILIARY NSORN)LDCIJICC )BELL OR HORN) Test Data: BUTTERFLY VALVE GROOVED END Flow Coe cent:Kv Characteristics Kv=M3/hour across valve at same standard condition(20"C, 1 bar) DN 50 65 80 100 150 200 DW Size OD 30* 40* 50* 60* 70* 80* 90* Size 2" 2.5° 3° 4- e'_ L (mm) (in) OD 60 73 89 114 165 219 ) 76 168 65 21/2" 73 12 27.4 53.1 96 138 156 163 09 Ei5 21/i' /ti 1'L 21.4 W.1 y6 138 -IOU i63 07 06 80 3" 89 18.9 39.4 78.9 144 210 243 249 05 04 100 4" 114 30 65.1 129 226 377 488 514 03 150 6" 165 84 184 369 634 964 1196 1286 02 01 150 6" 168 84 184 369 634 964 1196 1286 200 8" 219 165 339 677 1230 2002 2850 3129 5 6 78 9 2 3 4 5 6 7 8910 2 Flow(m'/h) CV= 7 KV KV= Q ^ _D1 Q=31.6 KV P 6 31.6 V AP U p1 Q=flow in m3/h OP=pressure loss p1 =density in in bar Kg/m3 Flow Coefficients xa or VS Disc Angle Size Part# Weight The flow coefficient KV is the 100 90 2 Y2" 7M99002653 19.84 follow in m3/h of water, at an 80 - 3" 7M99002654 21.6 average temperature of 20°C, 70 4" 7M99002655 24.25 crossing the value with creating 60 - - - headloss of 1 bar. The relation 50 6" 7M99002656 38.36 between Cv and KV is: 40 8" 7M99002657 50.26 30 ! i — Cv= 7 KV 20 6 10 I 0 I 0 10 20 30 40 50 60 70 80 90 Angle of Opening Reliable Automatic Co., i Global Distributor • I a l:,'1 Il • 1.800.431.1588 i t,f tqCO Worldwide Fire Protection Contacts www.tyco-fire.com Products Model CV-1F Grooved End Swing Check Valves The owner is responsible for main- General taining their fire protection system Descri t/On and devices in proper operating con- e dition. Contact the installing contrac- The TYCO Model CV-1F Grooved End for or product manufacturer with any Swing Check Valves are compact questions. and rugged swing-type units that t allow water flow in one direction and Technical prevent flow in the opposite direction. A resilient elastomer seal facing on the Data spring-loaded clapper ensures a leak- tight seal and non-sticking operation. Approvals The Model CV-1F Check Valves are Compliance with CE Pressure designed to minimize water hammer Equipment Directive(PED)and caused by flow reversal. Standards of Engineering Practice The Model CV-1F Grooved End Swing • 2 to 12 Inch (DN50 to DN300): Check Valves are furnished with UL and C-UL Listed, FM Approved, grooved ends and can be installed Bureau Veritas APPROVED using GRINNELL Grooved Couplings e 2-1/2 to 10 Inch(DN65 to DN250): or GRINNELL Figure 71 Flange Adapt- � ers. The Model CV-1F Check Valves Cer tificate No.G4060018 Approved V�J have been designed with a removable Cer e J cover for ease of field maintenance. Sizes For fire protection pressure rating, These valves can be installed horizon- 2 to 12 Inch(DN50 to DN300) /sting and approval Information,contact tally(with cover in the upward position) your[YGOrepresentallve. or vertically with the flow in the upward UL/Maximum Working Pressure direction(Ref. Figure 3). - psi(20,7 bar) VdS-1 bar 6 bar Installation dS A check valve maintenance kit is avail- Valve Assembly Finish The Model CV-1F Grooved End Swing able to allow backflushing through a Red, non-lead paint Check Valves are to be installed in fire department connection without accordance with this section: removing the Model CV-1 F Grooved End Swing Check Valve from the riser. Step 1. The arrow cast on the body Refer to technical data sheet TFP1555. must point in the direction of the flow. Model CV-1F is a re-designation for Step 2. Valves installed vertically Central Figure 59OF and GRINNELL must be positioned with the flow in the Figure 590F Grooved End Swing Check upward direction. Valves. Step 3. Valves installed horizontally must be positioned with the cover r ' ' facing up(Ref.Figure 3). The TYCO Model CV-1F Grooved End Step 4. Grooved end pipe couplings Swing Check Valves described herein used with the Model CV-1F Grooved must be installed and maintained in End Swing Check Valves must be compliance with this document and installed in accordance with manufac- with the applicable standards of the turer's instructions. National Fire Protection Association (NFPA), in addition to the standards Note:Valves should be installed a rea- of any authorities having jurisdiction. sonable distance downstream from Failure to do so may impair the perfor- pumps, elbows, expanders, reducers, mance of these devices. or other similar devices to extend the piping component valve life.Standard piping practices call Never remove any pip nor correct or modify in piping for a minimum of five(5)times the pipe y y p p g e diameter for general use. ciencies without first de-pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired device performance. Page 1 of 6 FEBRUARY 2016 TFP1560 TFP1550 Page 2of6 Nominal Dimensions Nominal Pipe Size Inch Cover Approx. (mm) Bolt Weight Torque Lbs. Valve Size Pipe O.D. Lbs.-ft. (kg) Inch Inch A B C D E F J (Nm) (DN) (mm) 2 2.37 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 2.88 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 mm 3.00 8.00 6.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (76,1) (203,2) (136,7) (66,7) 1 (78,5) (98,3) 1 (149,1) (41,7) (54) (4,5) 3 3.50 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) (510) 4 4.50 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) 1397 mm 5.50 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) (104,9) (124,5) (190,5) (44,5) (54) (13,2) 5 5.56 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 mm 6.50 11.50 8100 4.62 4.50 5.00 7.60 1.85 60 47.0 (150) (165,1) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 6 6.63 11.50 8.00 4.62 4.50 5.00 7.60 1.85 6D 47.0 (150) (168,3) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 8 8.63 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 10.75 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 12.75 21.00 1 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) B A - rrI I _ 1 O ♦ O.D. D I — — I 1/ -'III N PTT PT I J - N 2" III E F FIGURE 1 MODEL CV-1F GROOVED END SWING CHECK VALVES NOMINAL DIMENSIONS Care and system from the proper authorities of the National Fire Protection Associa- and notify all personnel who may be tion (e.g., NFPA 25), in addition to the Maintenance affected by this decision. standards of any authority having juris- After placing a fire protection system diction.Contact the installing contrac- The TYCO Model CV-1 F Grooved End in service,notify the proper authorities for or product manufacturer with any Swing Check Valves must be main- and advise those responsible for moni- questions. Any impairments must be tained and serviced in accordance with toring proprietary and/or central station immediately corrected. this section. alarms. Automatic sprinkler systems are rec- Before closing a fire protection system The owner is responsible for the ommended to be inspected, tested, main control valve for maintenance inspection,testing,and maintenance of and maintained by a qualified Inspec- work on the fire protection system their fire protection system and devices tion Service in accordance with local that it controls, obtain permission to in compliance with this document, as requirements and/or national codes. shut down the affected fire protection well as with the applicable standards Body Cover Gasket Nitrile Rubber Steel, : .�rl,�,,�►►��►��►►►;,,r� � IIr�,�I;111111�1�JillIIII��I'I�r�l 11 11 111 111 111 111 111 1111 1111 1111 1111 1 ........... ..r�r'.....�� ��rrr..iii��r�r��a..■r.r..■so1•O.rl-00'..rnoa"==wr.�rrr■■MEmm rO...r.■.r....■pr r rrrr ll�rr Mr ..M�rr..rrr■ rI wr.•r�I■■.■OI..Mr1•r.r.rl��w�rl ■rrr�r.r.rrrr.■p,■■p■■O.rr.rrr■=.I,.■ mmmrrou r�ua uuu■ u.rur.u■�.w,r■riu■��.�..r.rrvAonuu�rro■ir��u.r 1 1 1 mm..r.o■ u..rv■uuun..■ ■ou��rw■.■■..Mm.rr..rr■r,unnu..rr.vu�w�■ ......... • . /■.■.rr.r.l1.■r..■■■■ .■.....r1■..........rL.....1.....4■.�L..■ i...00. it A.■nu nulur..r■ ■..r,.o■■.a-..o■...r,un.r..i..r.r.r■urA..■ ....u■ • • . ■unuu eW.■■rCn.ru....rA.....o■uruunnnl.. ■u■ ■MrA..■ . ...rr ,. • i.r•rrrrl • I,......................r..v....umn..C...C.._.... .Crlrl■■ �■ ■.rrrrll I■■■r\11L■■.11■I/■1r.■■Orson/.r•Hrrrrlli■.rl/xr•II■.■r ' �■■■■■ ■ • itrtrrr ` ;NOON■ ►�■■■Mr�.11■■■■■.rnrrrrnum■■��■r■ r�■■■■ 1 1 :• • NOON■ it �■ ■■xxr 51■■■■ �■ ■r1■ox■■■■MMR1xn1r111I111■■/Ionrr��■■■o ■■Mo I■Ir111 • iIlE■■■ ■■ ,■■Sol■■■■■gAlI1n11IlIIIII■t■■■III■■EM■ ONES I■ I■■■■11 �111■■■ �1■ I■■III■■■■■U■1111111111111■rI■■■III■■■■■ ' ■■E■■■r1 I ■mill' lllH E ' 11■ /■■■Ill■■ /,■■11111111111111�■■■■911■■■■■ . •• ....r.orru..ru..r ■n ..r..u. ` ■uuuuu nr..NINII uriu.M...■ .... .u■vuv�rrru. iuuu. iu■ uuun i r.luum n..v.■■■ ...■ .r1..Irr►4•rlrlrlrrrrll■ 'n.r.111 11 .... ..../... /CIr.1■O.r ` '/l r...C.C... • ■■■11■0LO1■L■■rrr/orr4rr Irlll Irlr■ /■■Mrolrr • i■U.U1rr SII . ■■ r ■■■ ■■/,■■Isosor1■Ii■■Mnsoa01�/11�r11l, ■.■ I■■■M11so11 I■Morrrlr 4111 ` In■�so1C■■■I 1 1 ■■A■IVAMsonn■IMM0000x1111.... ■■'I■on • ■■■Monson ■■■■soon' Moosool■■■O 1 ,. ■�I■t!%■■soso1l�■■■■■■It/11/1111111■/,■mots I■■■■■■I I■■■■o11/ 11 • I■oosool■■■■■ ' ►iN►�E■■■IIINN■■■■t/111111111115A111.111■■■■Ell E■■■■■ll �11 ■■■lll1ONE■■ e . ■/.I■■■■■11■■■■■■1/111111111111/I■■■1111■■■■■■■l I■■■■■■■ 41 I■■■■l11■■■■■ , , • , ��.ouvo�..o►.r■urnuuur..uu...�....uur,�..ou irr �...■.u.>..... ......r,■■..... ..■■.■■■..un,l...■■4■.��.....■•.�.....■ �.. 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Inch Inch Part Number (DN) (mm) (50) (60,3) 59-590-0-020 2-1/2 2.88 59-590-0-025 (65) (73,0) 76,1 mm 3.00 59-590-0-076 (65) (76,1) 3 3.50(80) (88,9) 59-590-0-030 4 4.50 59-590-0-040 (100) (114,3) 139,7 mm 5.50 59-590 0-139 (125) (139,7) 5 5.56 59-590-0-050 (125) (141,3) 165,1 mm 6.50 59-590-0-165 (150) (165,1) 6 6.63 59-590-0-060 (150) (168,3) (200) (2191) 59-590 0-080 10 10.75 59-590-0-100 (250) (273,1) 12 12.75 59-590-0-120 (300) (323,9) TABLE A MODEL CV-1F GROOVED END SWING CHECK VALVES PART NUMBER SELECTION Valve Size Pipe O.D. Cover Gasket Part Number Clapper Facing Part Number TClapper Assembly Pari Number Inr_.h Inch (DN) (mm) Americas Only EMEA/APAC Americas Only EMEA/APAC Americas Only EMEA/APAC 2 2.37 595907020 97670501 59020EPDM 59020EPDM 97670201A 97670201 (50) (60,3) 2-1/2 2.88 595907030 97561801 59025EPDME 59025EPDM 97562801A 97562065 (65) (73,0) 76,1 mm 3.00 595907030 97561801 59025EPDME 59025EPDM — 97562801 (65) (76,1) 3 3.50 595907030 97561801 59030EPDME 59030EPDM 97562201A 97562201 (80) (88,9) (100) (14 3) 595907040 97512001 59040EPDME 59040EPDM 97549001A 97549001 139,7 mm 5.50 595907040 97512001 59050EPDME 59050EPDM — 97565501 (125) (139,7) 5 5.56 595907040 97512001 59050EPDME 59050EPDM 97565501A 97562125 (125) (141,3) 165,1 mm 6.50 595907060 97521801 59060EPDME 59060EPDM — 97524101 (150) (165,1) 6 6.63 (150) (168,3) 595907060 97521801 59060EPDME 59060EPDM 97524101A 97562150 (200) (8.63 p.6 j) 595907080 97547901 59080EPDME 59060EPDM 97592201A 97592201 10 10.75 595907100 97600001 59100EPDM 59100EPDM 97598001A 97598001 (250) (273,1) 12 12.75 595907120 97600002 59120EPDM 59120EPDM 97647701A 97647701 (300) (323,9) TABLE B MODEL CV-1F GROOVED END SWING CHECK VALVES REPLACEMENT VALVE PARTS PART NUMBER SELECTION TFP1550 Page 5 of 6 OUTLET Limited Ordering \ Warranty Procedure 0 For warranty terms and conditions,visit Contact your local distributor for avail- COVER o www.tyco-fire.com. ability.When placing an order,indicate U- the full product name and Part Number a (P/N). Model CV-1F Check Valve INLET Specify: Model CV-1F Grooved End VERTICAL ORIENTATION Swing Check Valve, size (specify), P/N(specify per Table A) COVER FLOW Replacement Valve Parts y Refer to Figure 2 to identify Parts. Cover Gasket Specify: Model CV-'IF Grooved End O Swing Check Valve,Cover Gasket,size INLET OUTLET s ecif P/N(specify per Table B (specify), ( P. YP ) Clapper Facing HORIZONTAL ORIENTATION Specify: Model CV-1F Grooved End FIGURE Swing Check Valve, Clapper Seal MODEL CV-1F GROOVED END Facing,EPDM Grade"E",size(specify), SWING CHECK VALVES P/N (specify per Table B) PROPER ORIENTATION Clapper Assembly Includes items 2,3,5-14,and 17-19. Specify: Model CV-lF Grooved End Swing Check Valve,Clapper Assembly, size(specify), P/N(specify per Table B) TFP1550 Page 6 of 6 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. */ Cq `f Fire Protection Products VSR PPOTTER VANE TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD UL,CUL and CSFM Listed,FM Approved,LPCBApproved,For CE Marked(EN12259-5)/VdS Approved model use VSR-EU Service Pressure: 450 PSI(31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 GPM(15-3 8 LPM)-UL Maximum Surge: 18 FPS(5.5 m/s) Contact Ratings: Two sets of SPDT(Form C) 10.0Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F-1207,(4.5°C-49°C)-UL' • Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 Specifications subject to change without notice. One or two family dwelling NFPA-13D Ordering Information Residential occupancy up to four stories NFPA-13R Nominal Pipe Size Model Part Number National Fire Alann Code NFPA-72 2" DN50 VSR-2 1144402 — " 21/2" DN65 VSR-2 1/2 1144425 - 3" DN80 VSR-3 1144403 Installation must be performed by qualified personnel and in 3 1/2" - VSR-3 1/2 1144435 accordance with all national and local codes and ordinances. • Shock hazard.Disconnect power source before servicing.Serious 4" DN100 VSR-4 1144404 injury or death could result. 5" VSR-5 1144405 Risk of explosion.Not for use in Hazardous locations.Serious 6" DN150 VSR-6 1144406 injury or death could result. 8" DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit,stock no.0090148 CAUTION Replaceable Components:Retard/SwitchAssembly,stock no. 1029030 Waterflow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Water low switches used for this application may result in unintended discharges caused by surges, trapped air,or short retard times. General Information Enclosure The Model VSR is a vane type waterflow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is UL Listed and FM Approved for use on steel pipe; die-cast housing. The cover is held in place with two tamper resistant schedules 10 through 40,sizes 2"tbru 8" (50 mm thru 200 mm).LPC screws which require a special key for removal. A field installable approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering cover tamper switch is available as an option which may be used Information chart. to indicate unauthorized removal of the cover. See bulletin number The VSR may also be used as a sectional waterflow detector on large 5401103 for installation instructions of this switch. systems.The VSR contains two single pole,double throw,snap action switches and an adjustable,instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM(38 LPM)or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. 3 Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MFG.#5401146-REV L PAGE 1 OF 4 3/09 VSR (E) POTTER VANE TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm)of a fitting which changes the direction of the waterfiow or within 24" (60 cm)of a valve or drain. NOTE:Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow.Take care not to damage the non-corrosive bushing in the saddle.The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1).The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle.Failure to follow these instructions may prevent the device from operating and will void the warranty, Fig.1 Retard Adjustment AN EXTENDEDOTLEATIE COVER OF TIMEFOR The delay can be adjusted b rotating the retard adjustment knob from AN EXTENDED PERIOD OF TIME Y � Y g J 0 to the max setting(60-90 seconds).The tirne delay should be set at the minimum required to prevent false alarms TIGHTEN NUTS ALTERNATELY CAUTION ®/ iHole must be drilled perpendicular to the pipe and vertically centered e Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect MOUNT ON PIPE L1 O ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL.PADDLE IN SOmm OPPOSITE DIRECTION ADAPTER ADAPTER DIRECTION OF OF WATERFLOW WATERFLOW \ (Flowing Ivater activates 20mm 32=MAX. device In one direction onlv.) DN50 ONLY I USE(2)5180162 ADAPTERS AS SHOWN ABOVE Dwa IL16-II nWGM 1194.1E Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hole Size U-Bolt Nuts Size O.D. Schedule 10(UL) Schedule 40(UL) BS-1387(LPC) DN(VDS) Torque inch nun inch min inch mm inch min inch min inch mm inch min ft-lb n-m VSR-2 2 DN50 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 VSR-21/2 2.5 2.875 73.0 0.120 3.05 0.203 5.16 - 1.25+.125/-.062 33.0±2.0 VSR-21/2 - DN65 3.000 76.1 0.142 3,6 0.102 2.6 VSR-3 3 DN80 3.500 1 88.9 0.120 1 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-31/2 3.5 - 4.000 101.6 0.120 3.05 0.226 5.74 - - - 20 27 VSR-4 4 DN100 4.500 114.3 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 2.00t.125 50.8f2.0 rVSVSR_8 R-5 5 5.563 141.3 0.134 3.40 0.258 6.55 - - - - R-6 6 DN150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.00.157 4.0 8 DN200 8.625 219.1 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED 1N USA MFG.#5401146-REV L PAGE 2 OF 4 3/09 VSR PPOTTER VANE TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD Fig.2 Fig.3 Fig.4 Switch Terminal Connections Clamping To remove knockouts:Place screwdriver at Break out thin section of cover when Plate Terminal inside edge ofknockouts,not in the center. wiring both switches from one conduit entrance. 00r6 0 No DWG,J1146-16 An uninsulated section of a s;:,g! conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed,thereby providing supervision of the W",- connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device Do not drill into the base as this creates DWa 1146-13 inoperable risking severe property damage and loss of life. metal shavings which can create Do not strip wire beyond 3/8"of length or expose an uninsulated electrical hazards and damage the conductor beyond the edge of the terminal block.When using device.Drilling voids the warranty. stranded wire,capture all strands under the clamping plate. Fig.5 Typical Electrical Connections BFL Notes: - S POWER SOURCE 1. The Model VSR has two switches,one can be used to operate a central SUITABLE FOR BELL station,proprietary or remote signaling unit,while the other contact _ nnol i is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. WATER ILOW ZONE 3. For supervised circuits,see"Switch Terminal Connections" � EOLR ON FIRE PANEI. drawing and warning note(Fig.4). DM 11042 Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection device on the system,application of the VSR is not recommended or advisable. A minimum flow of 10 GPM(38 LPM)is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig.7 Mounting Dimensions 5.56 in Fig.8 3.50 in (41.2 mm) GREEN GROUND F(89.Omn1)-► 2.00 in(50.8mm) SCREWS 2.34 in 0 (59.411""1) qP E DIA. U-BOLT NUT +5.25 in U-BOLT WASHER (+133A 3n1n) PIPE SADDLE _ PIPE OwD n,6-I� PLASTIC PADDLE U-BOLT NOMINAL PIPE DIA.+1.75 in(+44.5 MM)FOR ON 50-ON 65 2-2.5 in 0) 6WD a+6-o _ NOMINAL PIPE DIA.+2.125 in+54.0 M FOR DN 80-DN 2W 3-8 in PRINTED IN USA MFG.#5401146-REV L PAGE 3 OF 4 3/09 VSR (E) POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found,replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable.in the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock#1029030(see Fig.6).There is no maintenance required,only periodic testing and inspection. Retard/Switch Assembly Replacement(See Fig.6) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly.Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re-install the(2)original mounting screws. 8. Reconnect all wires.Perform a flow test and place the system back in service. Fig.6 REMOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH /`ASSEMBLY TO BASE Q{� BREAK OUTTHIN SECTION OF COVP.R IIJI WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE (2)ORIGINAL MOUNTING I $CltCill'C IRETARD/SWITCH ASSEMBLY / (2)LOCATING PINS/ I I o (2)LOCATING PIN DO NOT REMOVE I BOSSES IN BASE (2)RETARD HOUSING I SCREWS t • 7RAS 0 0 V LA 0 O DWG#1146-10 Removal of Waterflow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. PRINTED IN USA MFG.#5401146-REV L PAGE 4 OF 4 3/U9 (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 Burglar Alarm • Environment: Indoor or outdoor use(See Note 1) -40°to 150°F(40°to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells-4 No. 18 AWG stranded wires 0� OL0 M 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.(31n)(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 1 .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* .05A 99 1 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells ere polarized and have built-in transient protection. *Does not have ULC listing. In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal,com PRINTED IN USA MFG.#5400776-REV Y-1 PAGE 1 OF 2 01/13 (E) POTTER BELLS s The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches(mm) Wiring(rear view) Fig. 1 Fig.3 A.C.BELLS WHITE(1N) WIIISI:;O17T) (250) _121_ -�M FROM CONTROL (200) 6" IPANELOR (150) �7 I PRECEDING DELL BLACK 11N) BLACK MUD_ CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN'. 2 11/16" (68) DWO11776.1 NOTRS: 1.WHEN USING AC BELLS.TERMINATE EACH EXTRA W[RE SEPARATELY AFTER LAST BELL 2.END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. Weatherproof Backbox Dimensions Inches(mm) Fig.2 FACP Box has one threaded 1/2"conduit entrance _ n 5 3/4" 3 3/8'- 5" To Next (146) O (86) (127) -- Device or End-of-Line — Resistor L 3 3/8, 1 5/8" (06) (41) 4 1/4" (108) Installation D\VGY 776-2 1. The bell shall be installed in accordance with NFPA 13,72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. 0 2. Remove the gong. 3. Connect wiring(see Fig.3). lb o 4. Mount bell mechanism to backbox(bell mechanism must be mounted with the striker pointing down). ° 5. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). o `�`� 6. Test all bells•for proper operation and observe that they can BBx-1 be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). "Failure install striker down will prevent bell from operating. PRINTED IN USA MFG.#5400776-REV Y-1 PAGE 2 OF 2 01/13 Model 1011 A TESTANDR Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve TEST ID ORIFICE PUSH 0 f V � O SIZE , IN MODEL 1011 Sizes: L3�4_- re 1t�4e �11�2e Zee � The AGF Model 1011A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems orl multi-story installations requiring pressure relief(NFPA 13 and NFPA 13R).The Model 1011A features a Mzdel 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3/a" to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (UL/FM)features a flushing handle and a 175 PSI factory rating (other pressure ratings available). • Complies with NFPA 13 and NFPA 13R Requirements • Compact,Single-Handle Ball Valve • Tamper-Resistant Test Orifice and Sight Glasses • 300 PSI rated. • Specifiable orifice sizes:%n (2.8K),Me" (4.2K), 1/2" (5.6K), "/3z" (8.0K),%" (11.2K, ELO), 3/a" (14.OK, ESFR), and K25 Relieves Excess System Pressure caused by Surges or Temperature Changes • Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing • Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer(1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve Indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90%and 105%of their rating.The valves are required to CLOSE at a pressure above 800/.of that rating.The relief valve should be installed where It Is easily accessible for maintenance.Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational.A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. Reliability, Code Compatibility SS-MI 011A VO01•06/13 TESTANDRAIN®is a registered trademark of AGF Manufacturing Inc. Model 1011 A u� usreu TESTAN R INO FM Model 1011 A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPROVED Factory Rated at 175 PSI with other setting available Dimensions Model 1011A - Front View SIZE A B C D E F G H A D—.I +INLET u u u " n u u n g� 79�6 11/2 23/1fi 35/e 33/e 113/16 4916 63 8 O (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) To 1. 7V16" 11/2" 2-1/16" 35/6" 31/a" 114/16" 4 116" 60" DRAIN 1 1 (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) H 11/4" 715/16 111/16 29/16 41/4" We" 115/16 59/16" 71/211 (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) 1 (141 mm) (192 mm) 11/2" �815 6 113/16 31/4 51/16 37/6 2`'/8 81/4 107/e (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2 815/16° 113/16" 31/4" 51/16" 37/8" 25/8 81/4" 107/8 Model 1011A - Plan View (227 mm) 1 (45 mm) (81,5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) Al, The Model 1011A provides the following... To ? From the 2013 Edition of NFPA 13 DRAIN _ — Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. I f Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s)— li c &8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown In Table 8.16.2,4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Orifice Sizes Chapter A.8.17.4.2 (Wet Pipe System)test connection is permitted to terminate into a 2/ '116" ,/ ;y,," 5/&" FLd drain capable of accepting full flow... using an approved sight test W ESFR". and 1<25** connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Materials Chapter 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location... downstream of Handle................Steel the waterfIow alarm. Stem...................Rod Brass . Chapter 8.17.4.3.1 (Dry Pipe System)a trip test connection not less than 1" in Ball......................C.P. Brass diameter,terminating in a smooth bore corrosion-resistant orifice, Body...................Bronze to provide a flow equivalent to one sprinkler... Valve Seat...........Impregnated TeflonO Chapter 8.17.4.3.2 The trip test connection...with a shutoff valve and plug not less Indicator Plate....Steel than 1",at least one of which shall be brass. Relief Valve.........Bronze Chapter 7.1.2 -a wet pipe system shall be provided with a listed relief valve set Bypass Fittings...Brass to operate at 175 PSI or 10 PSI in excess of the maximum system Bypass Tubing....Nylobraid pressure,whichever is greater. Chapter 8.16.1.2.3` A listed relief valve of not less than 1/2" in size shall be provided on Approvals the discharge side of the pressure-reducing valve set to operate at UL and ULC Listed: a pressure not exceeding rated pressure of the system. (EX4019&EX4533) Chapter A.8.16.1.2.3 -consideration should be given to piping the discharge from the FM Approved (pressure relief)valve NYC-BSA No. 720-87-SM NAIE U)U.S.IL USA Patent # 4741361 • Other Patents Pending AGF Manufacturing Inc. Job Name: 100 Quaker Lane,Malvern, PA 19355 Architect: I Phone:610-240-4900 Fax:610-240-4906 Engineer: www.testandrain.com Contractor: "Available on 11A"to 2"size units only•**Available on 11/z"and 2"size units only �l Full Port Ball Valve 0 Forged Brass U LIU Lc Listed 2 R97 FM Approved Description FPPI's complete line of Forged Brass, Full Port Ball Valves Specifications feature forged components machined to exacting specifications. Nomenclature and Suitable for water, oil and gas, our Full Port Ball Valves are rated Material: 600 PSI for sizes 1/2" - 1 1/2" IPS and 300 PSI for the 2" size. Part: Material: Each valve is complete with plastic coated valve handle marked Nut steel as required by UL. Blow out proof stem. UL/ULc Listed 2R97 Handle Steel 1/4" - 2" IPS . FM Approved. Stem Gland Brass pp Stem Packing PTFE Stem Brass Installation Body Forged Installation practices consistent do not recommend the use Brass with those of the fire sprinkler of anaerobic sealants with Ball Disc Pack PTFE Ball Disc Brass or industry are appropriate for this product. The materials Forged the installation of this product. used in this sealant type are Brass Always make sure to properly highly caustic and may cause End Plug Forged Y p p Y g Y Y Brass "hold back" the valve and each failure of the synthetic compo- component being installed to nents present in this product. Part No. size* the valve to prevent over tight- DO NOT USE MORE THAN 06-838 114" IPS 06-840 1/2" ening or stressing of the valve ONE SEALANT TYPE PER 06-842 3/4" body. It is also necessary to THREADED CONNECTION. 06-844 1" make sure all components are DO NOT OVER TIGHTEN 06-845 1 1/4" 06-846 1 1/2" in proper alignment in the as- THREADS. OVER TIGHTEN- 06-848 2" sembly where the ball valve is ING WILL CAUSE LEAKS IN `Full port valves have slightly present. Improper alignment of THIS AND OTHER THREAD- larger'take our dimensions than attached components may cre- ED COMPONENTS. standard port valves.You may need to adjust trim components ate stress on the valve leading accordingly. to valve failure. Use a suitable thread sealant such as PTFE tape or PipeFit Thread Sealant Paste with PTFE. Never use tape and paste together. We - Fire Protection Products, Inc P P. 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©2008 FPPI F �. ,...P. I. For questions: 1 800 344-1822•1 800 344-3775 fax-www.fppi.com Intentionally Blank data she Up, ARGCO GUARANTEED -y Fire Sprinkler Pressure Gauges Sy 1 .1 (�D 4- r125150 175.100 : 0-300 psi water 36' a1123 FM 75 0-300 psi air 250 50 275 0-300 psi air/water 25 300 •r„ rV v 3. U Application: Fluid medium which does not clog connection port or corrode copper alloy, — "PT Specifically designed for the fire sprinkler industry. Size: 4"(100 mm) Accuracy t 3/2/3%of span-1t/2" (ASME B40.1 Grade B) Working Range Steady:3/4 of full scale value Fluctuating:2/3 of full scale value Short time:full scale value Approvals Operating Temperature UL listed (UL-393) Ambient:-40°F to 140°F(-40°C to 60°C) FM approved Media:max. 140OF(+60°C) Standard Scale Temperature Error Additional error when temperature changes from reference temperature of 68OF PSI (20°C)+0.4%for every 180 F(10°C)rising or falling. Percentage of span. Window Standard Features Acrylic, ultrasonically welded to case Connection Material:copper alloy Standard Series -Type 110.10sp Lower mount(LM)-not available for 11/2" size 1/4"NPT limited to wrench flat area Bourdon Tube: Material:copper alloy C-type Order Options Movement:Copper alloy,silicone dampened water Dia:White plastic with stop pin-black&red lettering air/water Pointer: Black aluminum air Case: Black polycarbonate The information contained herein is produced in good faith and is believed to be reliable but is for guidance only.ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products,methods of use,or preparation prior to use,mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Three-way Bronze Valve 1/411 IPS U L/U LC Listed* 300 psi Description The 1/4" IPS three-way female threaded valve is used to facili- Specifications tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows Materials: for replacement of the system gauge without shutting down the Body-Bronze Brass Bra Seat- water supply to the sprinkler system. This design also allows Seat-Hand ra - Iron Authoritys' Having Jurisdication to test system pressure with an additional gauge through the second outlet. (The second outlet Sizes: is normally plugged during installation with a 1/4" IPS pipe plug.) 1/4"IPS Working Pressure: Installation 400 WOG installation of the three-way I I reau or"eant g tape o r a suit- valve can be accomplished able pipe thread sealant such with normal field installation as PipeFit®Thread Sealant tools. Make sure the valve Paste with PTFE when fin- is installed according to the stalling the valve. DO NOT flow indication arrow that has OVERTIGHTEN THREADS. been cast into the valve body. OVERTIGHTENING MAY The most common installation CAUSE VALVE FAILURE. allows for a 1/4" IPS nipple "ULIULC Listed 2R97 between the valve and the water supply being measured. This assures there will be ad- equate spacing for the sprin- kler system gauge from the riser. Use either PTFE Pipe Fire Protection Products, Inc. I 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©2003-2007 Fire Protection Products,Inc ,F„_P P„mow .,„ For questions:1 800 344-1822•1 800 344-3775 fax•www.fppi.com FireLock EZ° Rigid Coupling XA�auilc Style 009N 10.64 Material Specifications: Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. PATENTED Housing Coating: Approvals/Listings: ❑ Orange enamel (North America, Asia Pacific) ❑ Red enamel (Europe) \LVSL us FM �P[g vds�O P P❑ Optional: Hot dipped galvanized See Victaullc Publication 10.01 for more details. Gasket: — Grade "E" EPDM (Type A) Product Description: - FireLock EZ products have been Listed by Underwriters The FireLock EZ Style 009N Installation-ReadyTM Laboratories Inc., Underwriters Laboratories of Canada Limited,and Approved by Factory Mutual Research for Rigid Coupling Is for use In the fire protection market. wet and dry(oil free air)sprinkler services within the rated The coupling's unique design eliminates loose parts, working pressure. promotes consistent installation and provides substantial gains in productivity. Bolts/Nuts: IMPORTANT Zinc electroplated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and FireLock EZ Style 009N couplings are recommended for physical requirements of ASTM A-183, use ONLY on fire protection systems. Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I Couplings I Rigid I Style 009N I Publication 10.64 10.64 7072 Rev F Updated 03/2014 ®2014 Victaulic Company.All rights reserved. 1 ICt2#Ll�iGr victaulic.com I Couplings I Rigid I Style 009N 1 Publication 10.64 Listings/Approvals t The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for perfuimarlce or-1 other pipe and the latest listings and approvals. Nominal Size cULus FM Vds LPCB Sch.5 Sch.10 Sch.40 Sch.5 Sch.10 Sch.40 inches psi psi psi psi psi psi psi psi mm kpa kPa kPa kPa kPa kPa kPa kPa 11/4 232 365 365 175 363 363 365 365 32 1600 2517 2517 1205 2502 2502 2517 2517 11/2 232 365 365 175 363 363 365 365 40 1600 2517 2517 1205 2502 2502 2517 2517 2 363 365 365 175 363 363 365 365 s0 2502 2517 2917 1205 2502 2502 2517 2517 21/2 N/A 365 365 175 363 363 365 365 65 2517 2517 1205 2502 2502 2517 2517 76.1 mm N/A 365' N/A N/A 363' N/A 365 365 2517 2502 2517 2517 3 N/A 365 365 175 363 363 365 365 80 2517 2517 1205 2502 2502 2517 2517 4 N/A 365 365 175 363 363 365 365 100 2517 2517 1205 2502 2502 2517 2517 EO 363 363 8.0 mm N/A N/A N/A N/A 2502 2502 N/A N/A 5 N/A 290 365 N/A 363 363 N/A N/A 125 2000 2517 2502 2502 133.0 mm Refer to Submittal 10.61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 ' 6 N/A 1 290 365 N/A 363 I 363 N/A N/A 150 1 2000 t 2517-1- 2502 A ; 2502— I N/A ; 2'0 251 I N/A ii "' ` N/A N/A AO2000 72502 2502 1 Listed/Approved for wet and dry pipe systems(>-40°F/-40°C)for continuous use in freezing conditions,use of silicone gaskets is recommended, Please refer to the Victaulic Installation Manual(1-009N/009H)for details concerning when supplemental lubrication is required. 2 cl-Lus listed for DIN 2458 2,6 mmm pipe wall. 3 FM approved for as 1387 Medium 3.6 mm pipe wall. Speciality Pipe Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cULus FM cULus FM Sch. inches psi psi Sch. inches psi psi Sch. Inches psi psi kPa kPa kPa kPa kPa kPa BLT 1 1/a-2 300 365 EZT 1 1/4-2 300 365 MT 1 1/4-2 300 365 2068 2517 2068 2517 2068 2517 DF 11/4-4 300 365 FF 11/4-4 300 365 MLT 11/4-2 N/A 365 2068 2517 2068 2517 2517 DT 1 1/4-2 300 365 FLF 1 1/4-4 N/A 365 ST 1 1/4-2 N/A 365 2068 2517 2517 2517 EF 1 1 1/4-4 175 175 FLT 1 1/a-2 N/A 365 STF 1 1/4-4 N/A 365 1206 1206 2517 2517 EL 11/4-2 300 365 FLTL 1 1/4-2 N/A 365 TF 21/4-4 N/A 365 2068 2517 2517 2517 ET40 1 1/4-2 300 365 GL 1 1/4-2 300 365 WLS 1 1/4-2 300 365 2068 2517 2068 2517 2068 2517 EZF 3-4 300 365 MF 1 1/4-4 300 365 wST 1 1/4-2 N/A 365 2068 2517 2068 2517 1 2517 XL 1 VA-2 300 365 2068 2517 10.64 7072 Rev F Updated 03/2014 m 2014 Victaulic Company.All rights reserved. victaulic.com 2 ractaiulic` victaulic.com I Couplings I Rigid I Style 009N I Publication 10.64 Style 009N Dimensions: I Y ► �Z-sl �Y� X x Style 009N Pre-Assembled Style 009N Joint Assembled (Push On Condition) Dimensions Actual Maximum Maximum Allow. Pre-assebled Approx. (Push On Condition) Joint Assembled Weight Nominal Outside Working End Pipe End - I g Size Diameter Pressure' Load' Separation' Bolt/Nut' X Y X Y Z Each Inches inches psi lbs. inches (No,)size inches inches Inches inches inches lbs. mm mm kPa N mm Inches mm mm mm mm mm kg 1 1/4 1.660 365 790 0.10 2-'/a x 2 3.10 4.90 2.70 4.90 1.92 1.4 32 42.4 2517 3514 2.54 M-10 x 2 79 124 69 124 49 0.7 11/2 1.900 365 1035 0.10 2-3/ax2 3.30 5.10 3.00 5.10 1.92 1.5 40 48.3 2517 4604 2.54 M-10 x 2 84 129 76 129 49 0.7 2 2.375 365 1616 0.12 2-'/a x 2 3.90 5.60 3.50 5.60 1.95 1.9 50 60.3 2517 7193 3.05 M-10 x 2 99 142 89 142 5o 0.9 21/2 2.875 365 2370 0.12 2-3/ax21/2 4.50 6.10 4.00 6.10 1.95 2.1 65 73.0 2517 10542 3.05 M-10 x 21/2 114 155 102 155 50 1 1.0 76.1 mm 3.000 365 2580 0.12 2-3/a x 21/2 4.56 6.00 4.05 6.06 1.94 2.1 76.1 2517 11476 3.05 M-10 x 21/2 115.7 152.5 102.8 153.9 49.2 1.0 3 3.500 365 3512 0.12 2-3/s x 21/2 5.10 6.70 4.60 6.70 1.95 2.3 80 88.9 2517 15622 3.05 M-10 x 21/2 129 170 117 170 50 1.0 4 4,500 365 5805 0.17 2-3/e x 21/2 5.95 7.80 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 M-10 x 21/2 _151 199 141 190 S5 1.3 4.250 365 5175 0.17 5.56 7.39 5.28 7.36 2.14 3.1 j 108.Omm 2-'Ax21/z t 168.0 _ 2517 2302D 4.318 ,� 141_ 1.68 1 134 18_7 r 5 5.563 365 5178 0.17_T ` 7.19 .1- 9.25 6.7 9.11 2.19 5.0 2-Y2x3 125 - 141.3 2000 23033 4.318 I _ _183 1 235 l_170 -_231 _ 56 �1_ 2,3 /11 i 133.0 mm - Refer to Submittal 10.61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 6 6,625 365 9997 0.17 2-1/2x31/4 8.32 1 10.29 7.82 10.13 �2.17^---6.0--' 150 168.3 2000 44469 4.318 211 1 261 199_ _257 55 2.7 8 8.625 365 13730 0.17 2_s/e X 4 10.89 13.31 10.22 - 13.1 2.5 11.4~ 200 219.1 1620 61074 4.318 277 338 260 333 64 5.2 1 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe.WARNING:FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1'k times the figures shown in the chart on page 1,specific to pipe schedule and size. 2 The allowable pipe separation dimension shown is for system layout purposes only.FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 Number of bolts required equals number of housing segments. General Notes: NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop,For FireLock EZ Style 009N couplings,use FireLock No.006 end caps containing the"EZ"marking on the inside face or No.60 end caps containing the"QV EZ" marking on the Inside face.Non-Victaulic end cap products shall not be used with Style 009N couplings.IMPORTANT:Gaskets Intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling.There is no interchanging of gaskets or housings between coupling styles. Use Of Flushseal Gaskets For Dry Pipe Systems NOTE:FireLock EZ couplings are supplied with FireLock EZ Grade"E"Type A gaskets,These gaskets include an Integral pipe stop,that once installed pwldes the simlliar benefits as a FlushSeal gasket for dry pipe systems.It should be noted that standard Victaulic FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for. This product shall be manubctured by Victaulic or to Victaulic specifications.All products the product you are inslatling.Hendbooks areIncluded witheachshipment Victaullc to be Installed in amrderm with current Vlctaullc inslallatlon/assembly Instructions, products for complete Installation and assembly data.and are available In POF formal Victaullc reserves the right to change product specifications,designs and standard on our website at www.victaulic.com. equipment without notice and without Incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic,FireLock EZ,and Installation-Ready are registered trademarks of Vlclaulic Company. 10.64 7072 Rev F Updated 03/2014 ®2014 Victaullc Company.All rights reserved. victaulic.com 3 X. rCta U1iicr Intentionally Blank FireLock° Rigid Coupling Style 005H X.A_ta U I_ic f with Vic-Plus'" Gasket System 10.02 Material Specifications: Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Patented Exaggerated for clarity Housing Coating: (specify choice) VIC/�i�/S Standard: Orange enamel (North America); red �•=�•r Sr=?•m enamel (Europe) — ❑ Optional: Hot dipped galvanized Approvals/Listings: C LPCB Coupling Gasket: (specify choice) FM VdS LISTEUUS NOTE:Additional gasket styles are available.Contact Victaulic for details. 104-la/02 See Victaulic Publication 10.01 for more details. ❑ Grade "E" EPDM Type A Vic-Plus'"Gasket System' _PC and VdS Approved,see notes on page 3 EPDM (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc.and Approved by Factory Mutual Research for wet and dry(oil free air) Product Description: sprinkler services up to the rated working pressure using the Grade"E"Type A Vic-Plus"Gasket System,requiring no field FireLock Style 005H rigid coupling has a unique, lubrication for most installation conditions. patented angle-pad design which allows the housings ❑ Grade "L" silicone to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity Is Recommended for dry heat,air without hydrocarbons to obtained. +350°F and certain chemical services. Support and hanging requirements correspond to For dry services, Victaulic continues to recommend the NFPA 13 Sprinkler Systems. Angle-pad design permits use of Grade "E" Type A FlushSeal®Gasket. assembly by removing one nut/bolt and swinging the Contact Victaulic for details. housing over the gasket. This reduces components to handle during assembly. Bolts/Nuts: Heat-treated plated carbon steel,trackhead Style 005H FireLock coupling are designed and meeting the physical and chemical requirements of recommended for use ONLY on fire protection systems. ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to Vic-Plus'" Gasket System: —40°F/-40°C.Based on"typical'pipe surface conditions,supplemental lubricant is recommended for services installed below 0°F/-18°C and Victaulic offers a gasket system which requires no field for all dry pipe systems or systems to be subjected to air tests prior to lubrication on wet pipe systems that are hydrostatically being filled with water.Supplemental lubrication may also be required on tested. The Vic-Plus System (patented) is dry, clean, pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams.Victaulic continues to recommend the use of and non-toxic. It reduces assembly time substantially FlushSeal gaskets for dry services. and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100)for supplemental lubrication requirements and dry pipe fire protection system notes. Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 10.02 1538 Rev M Updated 10/2014 0 2014 Victaulic Company.All rights reserved. 1 Ac_ta_ulic' victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Dimensions: ' Y �Z_ Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 1/4-4732-100 mm sizes and 300 psi/2068 kPa for 41/4-8V108-200 nun sizes;Schedule 10 roll grooved or X Schedule 40 cut or roll grooved steel pipe.Style 005H is rigid and does not accommodate expansion,contraction or angular deflection. Actual Maximum Maximum Allow. Approx. Nominal Outside Working End Pipe End Dimensions Weight Size Diameter Pressure14 Load' Separationz Bolt/Nut' X Y Z Each Inches inches I psi lbs. inches No.-size inches inches inches lbs. mm mm kPa N mm inches mm mm mm k 11/4 1.660 350 755 0.05 '/e x 2 1 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 2- /4 70 114 48 1 0.5 11/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 2-3/ex21/4 7G 40 48.3 2413 4415 1.2 121 48 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 2-3/B X Z1/3 89 133 48 0.7 21h 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 2-'/e x 2'h 102 146 48 .09 3.000 350 2475 0.07 2-'/ex21 4.13 5.75 1.88 1.9 76.1mm 76.1 2413 11010 1.7 /: 105 146 48 0.9__ 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 2-'/e x 2 1/� 118 156 48 1.0 4 4,500 350 5565 0.16 2-'/e x 21 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 /� 146 184 54 1.4 4.250 300 4255 0.16 5.63 7.25 2.13 3.1 108.0 m m 108.0 2068 18940 4.1 2-3/e x 21/3 143 184 54 1.4 5 5.563 300 7290 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2-1/�x 3 175 229 54 2.0 5.250 300 6495 0.16 6.63 9.00 2.13 4.5 133.Omm 2-1/2 x23/4 133.0 2068 28900 4.1 168 229 54 2,0 139.7mm 5.500 300 7125 0.16 ,hx2 1/4 6.88 9.00 2.13 4.8 139.7 2068 1 31715 2- 4.1 175 229 1 54 -� 2.2 6 6.625 3 00 10340 0.16 1 8.00 10.00 2.13 5.0 150 168.3 2068 1 46020 ' 4.1 2-1/x c 3 _ 203 t 25_4 � 5-3 I 2.3 6.250 300 9200 0.16 7.63 10.00 ~2.13- 5.5 + 159.0 m m I �. 2-'h x 2 3/4 ...--_.._..!_._ 1 159.0 2068 40955 1 4.1 I 194 ` 254 1 54 2.5 x 165.1mm 3 6.500 300 9955 0.16 ��2-1/z - 1 8.15 1 10.00 2.13 5.5 165.1 2068 44295 4.1 � 207 254 54 2.5 8 8.625 300 17525 0.19 10.50 13.14 2.63 11.3 200 219.1 - 2068 78000 4.8 _L 2-s/e x 41/a 267 334 67 5.1 1 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe.WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be Increased to 11/P times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only.Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 Number of bolts required equals number of housing segments.Metric thread size bolts are available(color coded gold)for all coupling sizes upon request. Contact Victaulic for details. 4 Style 005H couplings are VdS and UPC Approved to 16 Bar/235 psi. 10.02 1538 Rev M Updated l0/2014 ®2014 Victaulic Company.All rights reserved. victaulic.com 2 iCtsiiulicr victauiic.com I Couplings I Rigid I Style 005H I Publication 10.02 Listings/Approvals: The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure Related Working Pressure Related Working Pressure _ psi psi psi Pipe Size Pipe Size Pipe Size Sch. inches I UL ULC FM Sch. inches UL ULC FM Sch. inches UL ULC FM 5 11/4-3 175 175 175 EL 11/4-2 300 N/A N/A MT 11/4-2 300 N/A N/A 11/4-3 350 350 350 ET 11/4-2 300 N/A N/A STF 11/4-4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 3001 N/A 300 Stead y 11/4-2 N/A N/A 300 Th BLT 1'A-2 300 300 N/A FF 11/4-4 N/A N/A 300 TF 3-8 N/A N/A 300 DF 11/4-4 300 300 300 GAL-7 11/4-2 300 N/A N/A WLS 11/4-2 300 300 N/A DT 11/4-2 300 300 N/A MLT 11/4-2 300 N/A N/A XL 11/4-3 300 300 300 EF 11/4-4 1 1751 N/A 175 MF 11/4-4 300 N/A 3001 5 FM approved for service in 1 1/2—4'pipe. 6 UL Listed for service up to 4"pipe only. 7 UL Listed for service up to 3"only. 4 \" Installation Note Reference should always be made to the 1.100 Victaulic Field In;lollatlon Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications.All products the product you are Installing.Handbooks are Included th each shipment oliVictaulic to be installed In accordance with current Victaullc installation/assembly Instructions. products for complete installation and assembly data,and are available in PDF formal Vlctaulic reserves the right to change product specifications,designs and standard on our website at www.victaulic.com. equipment without notice and without Incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Vlctaulic for details. Victaulic®Is a registered trademark of Vlctaulic Company. 10.02 1538 Rev M Updated 10/2014 ®2014 Victaulic Company.All rights reserved. victaulic.com 3 icta-U1iCr Intentionally Blank Victaulic° Flexible Coupling �ata U1iic Style 75 06.05 I " I 1-87DN25-DN200 Exaggerated for clarity 1.0 PRODUCT DESCRIPTION Available Sizes • 1—8"/DN25— DN200 Pipe Material • Carbon steel • Stainless steel Maximum Working Pressure • Accommodates pressures ranging from full vacuum (29.9 in Hg/760 mm Hg) up to 500 psi/3447 kPa/34 bar • Working pressure dependent on material, wall thickness and size of pipe Application • Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories • Provides a flexible pipe joint which allows for expansion, contraction and deflection • Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible Couplings 2.0 CERTIFICATION/LISTINGS c UL us <FM > VdS R LIREO NOTES • Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. • See nublicallon 02.OS:Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. •System No. Location Spec Section Paragraph Submitted By Date Approved Date / victaulic.com 06.05 1470 Rev P Updated 1012017 ©2017 Victaulic Company.All rights reserved. 1 ictauli& victaulic.com 3.0 SPECIFICATIONS—MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45712. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) ❑ Standard: Orange enamel Optional: Hot dipped galvanized Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') ❑ Grade "E" EPDM EPDM (Greer) stripe color code), Temperature range—307 to+230°F/-34°C to+110°C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +730F/+23°C and hot+180°F/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. ® Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range—20OF to+180°F/-29°C to+82°C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over+140°F/+600C and water over+150°F/+660C. NOT COMPATIBLE FOR USE WITH HOT WATER. ❑ Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets Me not compatible.Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice') Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449(imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel her,nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric- hex nuts). Track bolts and hex nuts AM 2inr•Plentrnnlaterl npr ASTM R6RR 7N/FF5 finish Trim, III (imperial)ni•Tvnp f 1 finetrir)_ ❑ Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW, Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev P Updated 10/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 2 JctsU1ia victaulic.com 4.0 DIMENSIONS Style 75 N Y � r-Z-►I x Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe City. Size X Y Z (Each) inches inches Inches inches/ft. imperial inches inches inches lb DN mm mm Degrees mm/m metric mm mm mm kg 1 1.315 0-0.06 2�3 o i 0.57 Na x 2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 48 2 M 10 x 51 61 108 45 0.6 1 1/4 1.660 0-0.06 0.45 3/a x 2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 2°-10' 38 2 M10 x 51 68 117 45 0.6 - 1 Vi 1.900 0-0.06 1 n-56 0.40 Ma x 2 2.91 4.82 1.77 1.5 - 2N40 48.3 0-1.6 33 2 M10 x 51 74 122 45 0.6 2 2.375 0-0.06 0.32 Na x 2 3.43 5.22 1.88 1.7 _ DN50 60.3 0-1.6 1 -31 26 21 M1 o x 51 87 133 48 0.8 2'/a 2.875 0-0.06 0.26 %x2 3.88 5.68 1.88 1.9 - 710 0-1.6 1,-15' 22 2 M10 x 51 98 144_ 48 0.9 3.000 0-0.06 0.26 3/a x 2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 1°-12 22 _ 2 M10 x 51 102 150_ 48- 0.9-- 3 3500 i 0-0.06 1'-2. 0.22 I 2 %x 2 3/+ 4.50 7.00 1.88 1 2.9 DN80 88.9 0-1.6 18 - M12 x 70 114 178_ 48 1.3 i 1 _ 3/ ( 4.000 ( 0-0.06 0.19 1k x 2 3/4 5.00 _ 7.50 1.88 2.9 ix490 101.G j 0-1.6 0°-54 1 G 2 M12 x 70 127 191 48 13 -------- - ---- J. --�-. - ..- - - -----' -I 4 4.500 0--0.13 c 0.34 U:x 2 3/4 5.80 8.03 2.13 4-1 DN100 114.3 0-3.2 1 -36 28 2 M12x70 147 1 204 54 1.9 - -' 4.250 -_- 0-0.13 -0.35 Y 1/2 x 2 3/4 - -5.55 I 7.79 2.13 3.7 _..._.....•. ) 108.0 0-3.2 _1- 41 -1 --_29 - I 2 ; M12x70 ± -_141 r-_-198 54 1.7 f- s -J �------ -7- -�---. I 5.000 0-0.13 1 0.25 A x 3/, 6.13-� 9.43 1 2.13 5.5 127.0 0-3.2 1--261 _21 2 I M16 X 83 I 156 24_0_ ._ 54 2.5 5 5.563 0-0.13 0.27 5/a x 3 1/4 6.88 -10.07 2.13 5.8 _ 141.3 0-3.2 �18 23 2 M16 x 83 175 256 _54_ 2.6 5.250 0-0.13 1'-21• 0.28 2 5/a x 31/4 6.55 9.37 2.13 6.0 _ 133.0 I 0-3.2 24 M16x83 166 238 1 54 2.7 5.500 0-0.13 0.28 5/a x 3 1/4 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 1°-18 24 2 M16x83 173 244 54 2.9 6.000 0-0.13 0.21 %x 31/4 7.38 10.48 1.88 6.2 152.4 0-3.2 1,-12 18 2 M16 x 83 187 266 48 _ 2.8 6 6.625 0-0.13 0.23 5/a x 31/4 8.00 11.07 2.13 7.0 l DN150 168.3 0-3.2 1'-5 18 2 M16 x 83 203 281 54 3.2 6.250 0-0.13 0.24 'A x 31/4 7.63 10.49 2.13 6.8 159.0 0-3.2 1 0.-9. 20 2 M 16 x 83 194 _266 _ 54 3.1 6.500 0-0.13 0.23 5/a x 31/4 7.84 10.66 2.08 6.6 165.1 0-3.2 1 -7 58 2 M 16 x 83 1 199 271 53 3.0 8.515 0-0.13 c 0.18 5/+x41/4 10.19 13.75 2.32 13.2 216.3 0-3.2 0-51' 46 21 M20 x 108 259 350 59 6.0 8 8.625 0-0.13 0.18 3/4 x 41/4 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 0°-50 14 2 M20 x 108 263 355 59 5.6 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes these figures should be reduced by: 50%for 3/4-3 1/e"/DN20-DN90;25%for 4"/DN100 and larger. NOTE • Metric thread size bolts are available(color coded gold)for all coupling sizes upon request.Contact Victaulic for details. 06.05 1470 Rev P Updated 1012017 ®2017 Victaulic Company.All rights reserved. victaulic.com 3INrctaulic' victaulic.com 5.0 PERFORMANCE Style 75 Size Actual Maximum Outside Working Maximum Nominal Diameter Pressure4 End Load4 inches inches psl lb DN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 1 1/4 1.660 500 1080 DN32 42.1 3147 4,805 1 1/2 1.900 500 1420 DN40 ` 48.3 3447 6,320 2 2.375 500 2215 DN50 60.3 3447 9,860 21/2 I 2.875 500 3245 73.0 3447 14,440 3.000 S00 3535 DN65 76.1 3447 15,730 — —_ 3 3.500 500 ! 4800 _ DN80 88.9 3447 I 21,360 3 1/2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 500 7950 _ DN100 114.3 _ 3447 35,380 4.250 450 6380 - 108.0 3103 28,395 5.000 450 8820 127.0 3103 3'),)_50 5 1 5.563 450 ( 10935 I 141.3 1 3103 48,660 t 5,250 ; 450 k 9735 133.0 3103 43,325 1 5.500 I DN125 139.7 3103 47,460 6.000 t 450 12735 j 152.4 3103 _56_670 6 6.625 —� 450 15525 DN150 168.3 3103 _ 69,085 _ 6250 450 13800 - 159.0 3103 _ 61,405 _ 6.500 450 I v 14930—� 165.1 3103 66,412 _ 8.515 450 25625 216.3 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 _ 4 Working Pressure and End Load are total,from all internal and external loads,based on ANSI 836.10 sized carbon steel pipe,grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. NOTE • WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. 06.05 1470 Rev P Updated 1012017 ©2017 Victaulic Company.All rights reserved. victaulic.com 4 ✓ctaulic" victaulic.com 6.0 NOTIFICATIONS • Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE • Victaulic RX grooving rolls must be ordered separately.They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS 02.06,Vicla li S potable Water Aonrovals ANSI/NSF 05 01,Vlctaulk:8 Seal Selection Guide-Elaslomeric Seal Construction 06 15:Vlclauliraa Pressure Ratings and End Loads for Victaulic Counilrlps on Steel Pine 10 01•Vidaulir Products for Fire Pmt ruon Pipings Systems•Repulatory Anoroval Reference Guide 1701•Vi la rlicS Pim Preparation for Use on Stainless Steel Pipe With Victaulic Products 17.09,Vlctaulic(o Ductile Iron Grooved Couolin Is Pefformance Data for Stalnless Steel IN 25 01•Victaulic(@ Standard Groove Soeciflcations 26,01_VlctaulicM Design Data 29-01:,irta IIc®Terms and Condihnns of Sale 1100•Victaulic®Fiod Installation Handbook • User Responsibility for Product Selection and Suitability Note Each user beers final responsiblllty for making a determination as to the suitability of This product shall be manufactured by Victaullc or to Victaullc specifications,All products Vlctaullc products for a particular end-use application,In accordance with industry to be Installed in accordance with current Victaulic Installation/assembly Instructions, standards and project specifications,and the applicable building codes and related Victaullc reserves the right to change product specifications,designs and standard regulations as well as Victaullc performance,maintenance,safety,and warning equipment without notice and without Incurring obligations. Instructions.Nothing In this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Vlctaullc employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic Installation handbook or installation or waive any provision of Victaullc Company's standard conditions of sale,Installation instructions of the product you are Installing.Handbooks are Included with each shipment guide,or this disclaimer, of Victaulic products,providing complete Installation and assembly data,and are available Intellectual Property Rights In PDF format on our website at www.victaulic.com, No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design Is Intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaullc for details. under any patent or other Intellectual property right of Vlctaullc or any of Its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design In the infringement of any patent or other Intellectual Victaullc and all other Victaullc marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending"refer lodesign or utility palents Vlctaullc Company,and/or Its affiliated entitles,In the U.S.and/or other countries, or patent applications for articles and/or methods of use In the United States and/or other countries. 06.05 1470 Rev P Updated 10/2017 ®2017 Vlctaulic Company.All rights reserved. victaulic.com 5ctaulid Intentionally Blank Victaulic° Reducing Coupling �ct at,l,c Style 750 06.08 LL 1.0 PRODUCT DESCRIPTION Available Sizes: • 2 x 1" through 10 x 87DN50 x DN25 through DN250 x DN200 Pipe Material: • Carbon steel Maximum Working Pressure: • Up to 500 psi/3447 kPa • Working pressure dependent on material, wall thickness and size of pipe Application: • Joins OGS roll grooved and cut grooved pipe, as well as OGS grooved fittings, valves and accessories • Permits direct reduction on piping run • Optional steel washer prevents telescoping of the smaller pipe inside the larger pipe during vertical system assembly Pipe Preparation: • Cut or roll grooved in accordance with publication 25,01:Victaulic Standard Groove Specifications. 2.0 CERTIFICATION/LISTINGS a n FM vds LPCB Qq um NOTES • Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. •System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 06.08 1536 Rev L Updated 10/2017 ®2017 Victaulic Company.All rights reserved. 1 lctz ulic' victaulic.com 3.0 SPECIFICATIONS—MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) ❑ Standard: Orange enamel. ❑ Optional: Hot dipped galvanized conforming to ASTM A153. ❑ Optional: Contact Victaulic with your requirements. Gasket: (specify choice') ❑ Grade "E" EPDM EPDM (Green stripe color code). Temperature range—30°F to+230°F/-34°C to+110°C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot+180°F/+82°C potable water set vise at id ANSI/I'dSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. ❑ Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range—20°F to+180°F/-29°C to+82°C. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over+140°F/+60°C and water over+150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others El For alternate gasket selection, reference publication 05.01:Victaulic Seal Selection Guide. Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest Viclaulk Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts (specify choice2): ❑ Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial—heavy hex nuts)and ASTM A563M Class 9 (metric—hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 7-N/FE5, finish Type III (imperial)or Type II (metric). ❑ Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size only 06.08 1536 Rev L Updated 10/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 2 �atatulic victaulic.com 4.0 DIMENSIONS Style 750 x I I x t�r Pipe End Size Separationz Deflect.From CL3 Bolt/Nut Dimensions Weight Approximate Nominal Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches In./Ft. inches inches Inches inches I lb DN mm Degrees mm/m mm mm mm mm J kg 2 x 1 0-0.07 i 0°-57' 2 3� x 2 0.20 3.38 5.28 1.88 2.7 DN50 DN25 0-1.8 17 85 134 48_ 1.2 1'h 0-0.07 0°-57 0.20 2-I 3/e x 2 3:38 5.28 1.88 2.0 DN40 0-1.8 17 j 85 134 48 1.0 2 1/z 2 0-0.07 0.16 4.00 5.93 1.88 3.1 x DN50 0-1.8 0°-47' 14 2 3/e x 2 102 151 48 1.4 2 0-0.07 0° 47' 2 1/2 x 2 3/+0.16 4.38 6.63 1.88 I 4.6 DN65 x DN50 0-1.8 i 14 111 168 48 2.1 3 2 0-0.07 0.13 4.75 7.13 1.88 4.9 DN80 x DN50 0-1.8 0° 39 17 2 1/2 x 2'/a 121 181 48 2.2_ 21/2 0-0.07 0°-39' 2 1/2 x 2 3/a 0.13 4.75 7.13 1.88 4.3 1 _ 0-1.8 11 _ 121 181 i 48 2:0� 0-0.07 0.13 2 t V, x 2 N 4.75 1.88 4.2 DN65 0-1.8 11 121 i 181 48 I 1.9 4 x 2 0 1° 19 2 3/6 x 31/4-0.13 0.28 6.25 8.90 2.25 8.1 i I DN100 DN50 0-3.2 25 159 226 57 3.7 -� 11/2 0-0.13 1'-19' 2 4 x 3 1/40.28 6.25 8.90 2.25 8.6 � I 0-3.2 _ 25 159 226 57 3.9 0-0.13 0.28 6.25 8.90 - 2.25 6.9 1'-19, 2 3/e x 3'/a DN65 0-3.2 25 _ 159 226 3 0-0.13 0.28 6.00 8.90 225 6.7 1 0-3.2 1'-191, 25 2 5/e x 31/4' 152 226 _57 3.0 5 4 0-0.13 0.22 7.18 10.70 2.13 11.2 x 1*-3' 2 3/4 x 41/a DN 100 0-3.2 19 182 272 54 5.1 4 0-033 0.19 8.63 11.90 2.25 15.2 165.1 x DN 100 0-3.2 0°-55' 16 2 1/4 x 4'/+ 219 302 57 6.9 6 4 0-0.13 0.18 8.63 11.90 2.25 16.7 DN150 x DN100 0-3.2 0° 52 15 2 3/ x 4'/a 219 302 57 7.6 5 0-0.13 0.18 8.31 11.90 2.25 12.9 0-3.2 0°-52' 15 2 3/4 x 4'/4 211 302 57 5.9 8 x 0-0.13 0°-38' 0.13 2 x 5 10.75 14.88 2.50 23.2 DN200 165.1 0-3.2 11 273 378 64 10.5 6 1 0-0.13 0.13 10.81 14.88 2.50 22.4 C 150 0-3.2 0°-38' 11 2 M. x 5 275 378 I 64 10.2 10 x 8 0-0.13 0°-25' 0.90 2 1 x 51/2 13.12 17.26 2.62 31.4 DN250 DN200 0-3.2 8 333 438 67 14.2 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes,these figures should be reduced by: 50%for 3/-3'/s"/DN20-DN90;and 25%for 4VDN100 and larger. NOTE • Metric thread size bolts are avaialble(colord-coded gold)for all coupling sizes upon request.Contact Victaulic for details. 06.08 1536 Rev L Updated 10/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 3 �ota-U1,C victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Maximum Working End Nominal Pressure' Load' inches psi lb DN kPa N 2 1 350 1 500 DN50 x DN25 _ 2413 2,225 1 1/2 350 1000 DN40 2413 4,450 2'/2 2 1 2215 x DN50 3447 9,850 2 350 1550 DN65 x DN50 2413 I 6,900 3 2 350 1550 DN80 x DN50 2413 6,900 21/2 500 3250 3447 14,460 350 2475 DN65 2413 11,010 4 2 350 1550 DN100 x DN50 _ 2413 �— 6.900 2% 350 2275 2413 _ —�_ 10,125 350 I 2475 DN65 _ 2413 -_..r. _ 11,014 3.._I... 500 4810 1 DN80 ' 3447 1 _ 21,400_ 5 __.4.-.. x DN100 2413 I — 24,765 DN150 x DN100i 2413 _ 24,765 8500 — .... 2413 ( 37,825 8 350 11610 �I DN200 x 165.1 2413 51,645 6 350 12060 DN150 2413 53,645 10 8 350 20450 DN250 x DN2001 2413 90,970 i Working Presssure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaullc specifications.Contact Vlctaulic for performance on other pipe and material.Maximum working pressure rating based on larger pipe size.Maximum end load rating based on smaller pipe size. NOTES • WARNING:FOR ONE-TIME FIELD USE ONLY,the Maximum Joint Working Pressure may be increased to 1 1h times the figures shown. • For joint pressure ratings on additional carbon steel wall thicknesses,see publication 06.15, 06.08 1536 Rev L Updated 1012017 ©2017 Victaulic Company.All rights reserved. victaulic.com 4 �ctaul-c° victaulic.com 5.1 PERFORMANCE Flaw Data-Head Loss • Equivalent lengths of standard weight steel pipe are shown in the tables.All data is based on water flowing at +60°F/+16°C. Flow Reducing Flow Expanding Equivalent Equivalent Size Pipe Length Size Pipe Length Small Small Nominal Diameter Nominal Diameter Inches ft Inches ft DIN DN m 2 x 1 5.9 1 x 2 2.7 DN50 DN25 1.8 DN25 DN50 1 0.8 1% 2.0 I 1% x 2 1.9 DN40 0.6 DN40 DN50 0.6 2'h 2 1.9 2 , ! 1.0 x DN50 0.6 DN50 x - 2�i ! 0.3 2 1.9 l'o DN65 x DN50 0.6 DN65 0.3 3 2 5.5 3 3.5 DN80 x DN50 1.7 DN80 1.1 2'h 3.8 �4 3.0 1.2 DN100 0.9 3.8 2'h _ DN65 1.2 x DNBO 0.8 4 2 6.0 4 I 3.0 DN100 x DN50 _ 18 DN100 0.9 214 I &0 3 2.5 1.8 DN6S x DN80 0.8 6.0 - 4 3.0 DN65 1.8 UN100 0.9 _3 6.0 3 -- -4.-._.._ 2.5 __. _ _ DN80 1.8 DN80 x DN 100 1 0.8_ ! 5 4 3.0 4 5 3.3 x DN100 0.9 DN100 x 1.0 4 &0 ----i 4.6 16S.1 x DN100 1.8 165.1 1.4_ 6 4 6.0 6 4.6 DN150 x DN100 1.8 DN150 1.4 5 . 5 x 0 6 .3 1.4 DN150 .7--j1 8 7.3 8 5.4 DN200 x 165.1 2.2 16S.1 x DN200 1.7 6 7.3 6 8 6.0 DN150 2.2 DN150 x DN200 1.8 10 8 8.7 8 10 6.3 DN250 x DN200 2.7 DN200 x DN250 1.9 06.08 1536 Rev L Updated 10/2017 ®2017 Victaullc Company,All rights reserved. victaulic.com 5 ✓ataulic victaulic.com 6.0 NOTIFICATIONS (� N, 0 Q 0 Awh • Read and understand all instructions before attempting to Install,remove,adjust,or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install,remove,adjust,or maintain any Victaulic piping products. ■ Wear safety glasses,hardhat,and foot protection. • Only No.61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS &ll1:Vfclau11c0Seal Selection Guide 10.01-Victaulic®Products for Fire Protection Pioiny Systems-Reyulatow Anorovai Reference Guide 25.01:Victaulic®Original Groove System(OGS)Groove Specifications &0J_Vj4ldWjl;f QesjC to Data 29.01:ViclatllcS Terms and Conditions of Sale 1-100,Vic n relic®Field Installation Handbook User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Vlctaullc or to Victaullc specifications.All products Victaulic products for a particular end-use application,in accordance with Industry to be Installed in accordance with current Victaulic installation/assembly Instructions. standards and project specifications,and the applicable building codes and related Victaullc reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without Incurring obligations. Instructions.Nothing In this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaullc employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaullc installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,Installation Instructions of the product you are installing.Handbooks are Included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www.victaulic.com, No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design Is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other Intellectual property right of Victaullc or any of Its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design In the Infringement of any patent or other Intellectual Victaulic and all other Victaullc marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaullc Company,and/or its affiliated entitles,In the U.S,and/or other countries, or patent applications for articles and/or methods of use In the United States and/or other countries. 06.08 1536 Rev L Updated 10/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 6 �ct_a c" Victaulic® Grooved End Fittings �CtBtL iw 07.01 No.20 Tee No.10 Elbow 1.0 PRODUCT DESCRIPTION Available Sizes • 3/4—60"/DN20—DN1500 Maximum Working Pressure • Pressure ratings for Victaulic standard fittings conform to the ratings of Victaulic Style 177N couplings (refer to nublication 06.24 for more information). Application • Connects pipe, provides change in direction and adapts sizes or components • Supplied with Victaulic OGS grooves • Exclusively for use with Victaulic couplings,valves, accessories and pipe which feature ends formed with the Victaulic OGS groove profile Pipe Materials • Carbon steel or stainless steel / NOTE • These fittings are not intended for use with Victaulic plain end couplings.Intended for use only in grooved piping systems.When connecting wafer or lug type butterfly valves directly to Victaulic fittings using Style 741 or Style 743 flange adopters,be sure to check disc clearance dimensions with I.D.dimension of fitting. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph l Submitted By Date Approved Date victaulic.com 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaullc Company.All rights reserved. 1 iOtaLJ1iG" victaulic.com 1.0 PRODUCT DESCRIPTION (Continued) Other Fitting Styles 4jV AGS-Advanced Groove System from 14—60YDN350—DN1500 Ductile Iron for AWWA size pipe Publication 20.05 Publication 23.05 Stainless Steel Publication 17.16 XL fittings for abrasive services Publication 07.07 wr Galvanized Publication 07.01 for Original Groove Fittings Publication 20.05 for AGS Fittings Aluminum Publication 21.03 Extra Heavy EndSeal"ES" Publication 07.03 Shouldered Ends Publication 07.06 1;& Copper Publication 22.04 qr Plain End Publication 14.04 07.01 1449 Rev AF Updated OS/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 2 ✓ctaulia victaulic.com 2.0 CERTIFICATION/LISTINGS i cuV uus FM � LPCB VdS NOTES • When supplied as"hot dip galvanized"the following fittings are UL Classified in accordance with ANSI/NSF 61 and for use on cold+86'F/+30'C potable water service and ANSI/NSF 372:No.10 90'Elbow,No.11451 Elbow,No.12 221h'Elbow,No.13 111/4'Elbow,No,100 90'Long Radius Elbow,No.110 45°Long Radius Elbow,No.20 Tee,No,25 Tee with Grooved Branch,No.30 45'Lateral,No.60 Cap,No,50 Concentric Reducers,No.51 Eccentric Reducers, • The following Victaulic fittings are VdS approved:No,10 90'Elbow,No.11 45'Elbow,No.20 Tee and No.60 Cap. • The following Victaulic fittings are LPCB approved:No.10 90'Elbow,Noll 45'Elbow,No.12 22 1/z Elbow,No.13 11 r/a'Elbow,No.30 451 Lateral,No.30-13 Reducing Lateral,No.100 Long Radius Elbow,No.110 Long Radius Elbow,No.20 Tee,No.35 Cross,No.60 Cap,No.25 Reducing Tee,No.33 True Wye,No.50 Concentric Reducer,No.51 Eccentric Reducer and No.29M Tee with Threaded Branch. • The following Victaulic fittings are FM approved:No.10 90'Elbow,No.11 45'Elbow,No.12 221h Elbow,No.13 111/a°Elbow,No.30 45'Lateral,No.100 Long Radius Elbow,No.20 Tee,No.35 Cross,No.60 Cap,No.25 Reducing Tee and No.50 Concentric Reducer. 3.0 SPECIFICATIONS - MATERIAL Fitting: (specify choice) ❑ Standard: Ductile iron conforming to ASTM A536, Grade 65-45-12. ❑ Optional: Segmentally welded steel as shown under nipples Nipples: (specify choice) ❑ 3/4—4"/DN20—DN100: Carbon steel, Schedule 40, conforming to ASTM A53, Type F ❑ 5—67DN125—DN150: Carbon steel, Schedule 40, conforming to ASTM A53, Type E or S, Gr. B ❑ 8— 12"/DN200—DN300: Carbon steel, Schedule 30 or 40, conforming to ASTM A53, Type E or S, Gr. B Flanged Adapter Nipples: (specify choice) ❑ Class 125 Flange: Cast iron conforming to ANSI 1316.1 ❑ Class 150 Flange: Carbon steel conforming to ANSI 1316.5, raised or flat face ❑ Class 300 Flange: Carbon steel conforming to ANSI B16.5, raised or flat face Fitting Coating: (specify choice) ❑ Standard: Orange enamel ❑ Optional: Hot dip galvanized and others. Some fittings supplied electroplated as standard—see product specifications Flanged Adapter Nipple Coating: (specify choice) ❑ Standard: None (Unfinished) ❑ Optional: Orange enamel, hot dip galvanized and others 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 3 �ctsulic: victaulic.com 4.0 DIMENSIONS Elbows No. 10 90' Elbow No. 11 45' Elbow -f -ctoE-7 No. 12 221/2' Elbow j EtoE No. 13 111/a° Elbow j-ctoE ctoE� No. 100 90' Long I ctot� L "I� Radius Elbow - i < ctoE -� No. 110 45' Long to IC ! r, ct�E ! \ Radius Elbow '- ty Standard and GSNK No. 100 No.110 No.10 No. 11 No.12 No.13 90'Long Radius 45'Long Radius Size 9U"Elbow 45"Elbow 221/2*Elbow 111/4'Elbow Elbow Elbuw Actual Approx. Approx. Approx. Approx. Approx. Approx. Outside Wgt. Wgt, wgt. Wgt. Wgt. Wgt. Nominal Diameter C to E (Each) C to E (Each) C to E (Each) C to E (Each) C to E (Each) C to E (Each) inches Inches inches lb Inches lb inches lb Inches lb Inches lb inches lb DN mm mm kg mm kg mm kg mm kg mm kg mm kg 'A 1.050 2.25 0.5 1.50 I 0.5 1.63(sw) _ 1.38(sw) _ 2.50(sw)I 0.4 1.88(sw)i 0.3 DN20 26.9 57 0.2 38 0.2 41 35 64 i 0.2 48 0.1 1 1.315 2.25 0.6 1.75 0.6 3.251 0.6 1.38(sw) 0.3 2.88(sw) 0.6 2.25(sw) 0.5 DN25 33.7 57 0.3 44 0.3 83 0.3 35 0.1 73 0.3 57 0.2 1 1/4 t 1.660 2.75 1.0 1.75 0.9 1.75 0.8 1.38(sw) 0.5 3.25(sw) 1.1 2.38(sw) 0.7 DN32 I 42.4 70 0.5 I 44 0.4 44 0.4 35 0.2 83 0.5 60 0.3 1 1 1/2 1.900 2.75 1.2 ( 1.75 0.9 1.75 0.8 1.38(sw) 0.5 3.63(sw) 2.2 2.50(sw) 1.3 DN40 48.3 70 0.5 44 0.4 44 0.4 35 I 0.2 92 _ W1.0 64 _ 0.6 2 2.375 3.25 1.8 1 2.00 1.3 1.88 1.2 1.38 1.0 4.38 2.5 + 2.75 I 1.8 DN50 60.3 83 0.8_ 51 0.6 48 �_ 0.5 35 I 0.5 ill 1.1 f 70 0.8_ 21/2 2.875 3.75 3 2 ` 2.25 2.2 T 4.001 2.3 1.50 I 1.1 5.13 3.4 3.00 2.8 _ 73.0 95 1.5 57 1.0 t 102 , 1.0 38 I 0.5 _130 1.5 76 1.3 _ --.._.. _ -t._..-...._ _._� _. _._ i.._.._ ...._i_..-----. --- , 3.000 3.75 3.7 1 2.75 i 3.4 ! 2.25 _ 150 rD 76.1 95 1.7 57 1.5 57 38 3 3.500 4.25 4.5 - 4 2.50 ^3.1 - _. t. -.._ I 4.50E 3.1 I 1.50 2.1�~ 5.88 6.0 3.38 4.9 _�f I_.._ DN80 _ 88.9 I 108 2.0 64 1.4_ 114 1 A 38 1.0 1 149 t 2.7 86 2.2 31/z 4.000 4.50 5.6 I 2.75 4.3 .2.50(sw) 4.0 11.75(sw) 2.7 II { DN90_ 101.6 114 2.5 70 2.0 W _64 1.8 44_ I I'2 - 1_--•- -- - -- 4 4.500 5.00 7.1 3.00 5.6 2.88 5.6 1-75 3.6 7.50 12.3 4.00 7.3 DN100 114.3 127 3.2 1_76�-25__ _ 73 ^2.5 44 - 1.6 191 5.6 -��102 3.3 4.250 5.00 I 11.0 ` 3.00 5.6 108.0 127 5.0 f 76 2.5 - 5.000 5.25(sw) 10.0 3.13(sw) 6.0 3.50(sw) 6.6 1.88(sw) 4.2 127.0 133 4,5 79 2.7 89 1 3.0 48 1.9 5 5.563 5.50 11.7 3.25 8.3 2.88(sw) 7.8 2.00(sw) 5.0 9.25(sw) 18.0 4.88(sw) 14.8 I 141.3 140 5.3 83 3.8 73 3.5 51 2.2 235 8.2 124 6.7 ..] 5.250 5.50 11.7 3.25 8.3 133.0 140 5.3 83 3.8 5,500 5.50 11.7 3.25 ( 8.3 2.88 _ 2.00 DN125 139.7 1 140 5.3 83 3.8 73 51 6 6.625 1 6.50 17.2 3.50 10.8 6.251 12.2 2.00 7.0 10.75 30.4 5.50 17.4 DN 150 168.3 165 7.8 89 4.9 159 5.5 51 3.2 273 13.8 140 7.9 6.250 6.50 18.6 3.50 159.0 165 8.4 89 4.9 6.500 6.50 15.5 3.50 9.8 3.13 11.4 2.00 7.4 10.75(sw) 29.0 5.50(sw) 19.0 165.1 765 7.0 89 4.4 79 5.2 1 51 3.4 273 13.2 140 8.6 t Gooseneck design,end-to-end dimension fittings in this size,contact your nearest Victaulic sales representative, (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). • 07.01 1449 Rev AF Updated 08/2017 0 2017 Victaulic Company.All rights reserved, victaulic.com 4 ✓ctaulic° victaulic.com 4.0 DIMENSIONS (Continued) Elbows No. 10 90° Elbow No. 11 45° Elbow �- c to e No. 12 22 t/2' Elbow No. 13 111/a° Elbow c�°E MI I ctoE� No. 100 900 Long _ _ ctoe�` 4 11( Radius Elbow 1� �� � < ct°E ct E I � No. 110 45' Long roe ` Radius Elbow t - Standard and GSNK No. 100 No.110 No.10 No.11 No.12 No.13 90'Long Radius 45•Long Radius Size 90•Elbow 45•Elbow 221/2*Elbow 111/a°Elbow Elbow Elbow Actual Approx. Approx. Approx. Approx- Approx. Approx. Outside wgt. Wgt. Wgt. Wgt. Wgt. Wgt. Nominal Diameter C to E (Each) C to E (Each) C to E Each C to E (Each) C to E (Each) C to E (Each) inches inches inches lb inches lb inches lb inches lb Inches Ito inches lb DN mm mm kg_ mm kg mm kg mm kg mm kg mm kg 8 8.625 7.75 29.9 4.25 20A 7.751 20.0 2.00 10,1 14.25 66.0 7.25 36.0 I DN200. I 219.1 197 13.6 108 9.3 197 9.1 51 4.6 362 1 30.0 184 16.3 1 10 10.750 9.00 63.3 4.75 37.5 4.38(sw) 30.0 2.13 11.8 15.00 107.0 6.25 57.0 DN250 273.0 229 28.7 121 17.0 ill 13.6 54 5.3 381 48.5 159 25.9 12 12.750 10.00 74.0 I 5.25 66.7 4.88(sw) 40.0 2.25 29.3 18.00 156.0 7.50 90.0 DN300 323.9 254 33.6 133 30.3 124 18.1 57 13.3 457 70.8 191 40.8 142 14.000 14.00 136.0 5.75 65.0 5.00(sw) 46.0 3.50(sw) 32.0 21.00(s) 164.0 8.75 82.0 DN350 355.6 356 61.7 146 29.5 127 20.9 89 14.5 533 74.4 222 37.2 - 14.843 14.84 ! 1493 6.13 82.0 377:0 377 i 67.7 156 37.2 162 16.000 I 16.00 171.0 6.63 88.0 5.00(sw); 58.0 4.00(sw) 42.0 24.00(s) 210.0 j 10.00(6) 10U.0-� DN400 406.5 406 77.6 168 39.3 127 _� 26.3 1 102 _19.1 1 610 1 953 254 45.4 • -- -- - _ 16.773 16.75 198.6 7.00 101.3 426.0 425 _90.1 _ _178 45.9 I __ 182 18.000 18.00 228.0 7.50 108.0 1 S k is 65.0 14.50($w_), 53a 27.00(s) 273.0 11.2S(s) 135.0 DN450 457.2 i 457 103.4 190 ' 50.0 140 29.5 J 144 �_.24.1 �_686 123:�,_286 61.2 18.898 t 18.88 291.0 7.83 -141.7 _I...__.. -- _ 480.0 j 480 132.0 200 64.3 20' 20.000 20.00 298.0 8.25 138.0 6.00(sw) 78.6 5.00(sw) 65.0 30.00(s) 343.0 12.50(s) 174.0 DN500 508.0 508 135.2 210 62.6 152 � _ 36.0 L_127 29.5 762 155.6 318 78.9 20.866 20.88 355.0 8.63 179.0 530.0 1 530 , 161.0 219 81.2 242 24.000 24.00 438.0 10.00 221.0 7.00(sw) 140.0 6.00(sw) 60.0 136.00(s) 516.0 115.00(s) 251.0 DN600 609.6 610 198.7 254 100.2 178 63.5 152 27.2 914 234.1 381 113.9 24.803 1 24.80 545.0 10.25 255,2 630.0 1 630 247.2 261 115.7 For AGS fitting Information,see publication 20.05 14-60 DN350-DN1500 AGS' v I Gooseneck design,end-to-end dimension fittings in this size,contact your nearest Victaulic sales representative. Y For 14"/DN350 and larger roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size, 1 contact your nearest Victaulic sales representative, (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). 07.01 1449 Rev AF Updated 08/2017 0 2017 Victaulic Company.All rights reserved. victaulic.com 5 ✓cts ulic'` victaulic.com 4.1 DIMENSIONS Reducing Base Support Elbow No. R-10G Grv. x Grv. �ctoE ctoE •I No. R-10F Grv. x Flange B T B Dia. B DEa, No.R-10 Size Reducing Base Support Elbow Approx.Weight Each Nominal C to E H B Diameter Grv.x Grv. Grv.x Flange Inches Inches Inches Inches Ib lb DN mm mm mm kg kg 6 4 9.00 1.25 1.50 19.0 83.0 DN150 x DN100 229 32 38 t 8.6 15.0 5 9.00 1.50 1.50 I 23.0 38.0 229 38 38 10.4 17.2 8 6 10.50 2.13 1.50 33.0 52.0 DN200 x DNI50 267 24 38 15.0 23.6 10 8 12.00 2.40 1.50 61.0 88.0 DN250 x DN200 305 61 36 I 27.7 39.9 4.2 DIMENSIONS Adapter Elbow No. 18 900 Adapter Elbow to No. 19 45°Adapter Elbow GE 'I cto< GE r c TE to TIE }___ NOW- -N 18 n..19-Elbow- Actual - - - Size 901 Adapter Elbow 451 Ada ter ! Approximate Approx. Outside 1 Weight Weight Nominal Diameter C to GE C to TE (Each) C to GE C to TE (Each) inches inches inches Inches I lb inches inches lb DN mm mm mm kg mm mm kg 3/4 1.050 2.25 2.25 0.5 1.50 1.50 0.5 DN20 26.9 I 57 1 57 0.2 38 38 0.2 1 1.315 2.25 2.25 0.5 DN25 33.7 57 57 0.2 11/4 1.660 2.75 2.75 0.9 DN32 42.4 70 70 0.4 11/2 1.900 2.75 2.75 1.1 1.75 1.75 0.9 DN40 48.3 70 70 0.5 44 44 0.4 2 2.375 3.25 4.25 2.5 DN50 60.3 83 108 1.1 ! 21/z 2.875 3.75 3.75 3.0 2.25 2.25 2.3 73.0 95 95 1.4 57 57 1.0 3 3.500 4.25 6.00 5.8 2.50 4.25 5.0 DN80 88.9 108 152 2.6 64 108 2.3 31/2 4.000 4.50 6.25 8.0 5.25 5.25 8.8 DN90 101.6 114 159 3.6 133 133 4.0 6 6.625 6.50 6.50 17.6 3.50 3.50 12.7 DN150 168.3 165 165 8.0 89 89 5.8 NOTE • Available with British Standard Pipe Threads,specify"BSP"clearly on order. 07.01 1449 Rev AF Updated 08/2017 0 2017 Victaulic Company.All rights reserved. victaulic.com 6 ✓ctaul-c' victaulic.com 4.3 DIMENSIONS Tees, Crosses and True Wyes �CtoE I- CtoE+� CtoL� Cto f '�GE ci C to I C 2�S CtOTE J- No.20 No.35 No.33 No.29M Size Tee Cross_(sw) True Wye(sw) Tee with Threaded Branch Actual Approx. Approx. Approx. Approx. Outside Weight Weight Weight Weight Nominal Dimeter C to E (Each) C to E (Each) C to LE C to SE (Each) C to GE C to TE (Each) inches inches inches lb inches lb inches inches lb inches inches lb DN mm mm kg I mm kg mm mm kg mm mm kg 'A 1.050 2.25 0.6 2.25 0.9 2.25 2.00 0.7 2.25 2.25(sw) 0.6 DN20 1 26.9 1 57 0.3 57 0.4 t 57 51 0.3 57 57 0.3 1 1.315 2.25 1.0 2.25 1.3 2.25 2.25 1.1 2.25 2.25 1.0 DN25 33.7 57 0.5 57 0.6 57 57 0.5 57 57 0.5 11/4 1.660 2.75 1.5 2.75 2.1 2.75 2.50 1.5 2.75 2.75 I 1.5 DN32 42.4 70 0.7 70 I 1.0 70 64 0.7 70 70 0.7 11h 1.900 2.75 2.0 2.75 2.5 2.75 2.75 1.8 2.75 2.75 2.0 DN40 48.3 70 0.9 70 1.1 70 70 0.8 70 70 _0.9 2 2.375 3.25 3.0 3.25 3.8 3.25 2.75 2.5 3.25 4.25 3.0 DN50 1 60.3 83 1.4 83 1.7 83 70 1.1 83 108 IA 21h 2.875 3.75 4.3 3.75 6.1 3.75 3.00 4.3 3.75 3,75 4.3 73.0 95 2.0 95 2.8 _ 95 76 2.0 95 95 2.0 3.000 3.75 5.2 _ _ _ _ 3.75 3.75(sw) 5.2 _DN65 76.1 95 2.4 95 95 2.4 6.8 3 3.500 4.25 6.8 4.25 10.5 4.25 3.25 6.1 4.25 6.00 I_ DN80 88.9 108 3.0 108 4.8 108 _83 2.8 `108 152_ 3.1 31h 4.000 4.50(sw) 7.9 i 4.50 11.5 4.50 j 3.50 9.6 4.50 4.50(sw) 7.9 DN90 101.6 114 3.6 114 5.2 114 89 4.4 114 1141 3.6 1_.......-i- i_.._. ...4.250 5.00 15.5 S 00 5.00(sw) i 15.5 i _ f 108.0_ I 127 7.0 i _127 127 7.0 _ i-- --- - -E--- - --- -- 4 4.500 5.00 11.9 5.00 153 5.00 375 9.8 5.00 jr 7.25 11.9 DN100 114.3 127 SA 127 7.2 1 127 95 4.4 127 1 184 SA 50 5.25 15.018.5 _ V- -__ I- --- _5. _ 15.2 (s3_ I 1 127.0 133 6.8 133 1 8.4 133 13 S.0 5.250 5.50 17.8 5.50 5.50(sw) 133.0 140 8.1 - _ - - 1450 140 8.1 5.500 5.50 17.8 _ _ _ 5.50 5.50(sw) 17.8 DN 125 139.7 140 8.1 140 14_0 8.1 5 5.563 I 5.50 17.8 5.50 20.0 5.50 4.00 15.0 5.50 SSO(sw) - 17.8 1413 140 8.1 140 9.1 140 102 6.8 140 1 140 8.1 6.250 6.50 27.1 _ _ _ _ 6.50 6.50(sw) 27.1 159.0 165 12.3 165 165 12.3 6.500 6.50 22.0 6.50 28.0 ! _ _ I _ 6.50 6.50(sw) 22.0 165.1 165 10.0 165 12.7 165 165 10.0 - 6 6.625 6.50 25.7 6.50 28.0 6.50 4.50 22.3 6.50 6.50(sw) 25.7 DN 150 168.3 165 11.7 165 12.7 165 114 10.1 165 165 11.7 8 8.625 7.75 I 47.6 7.75 48.0 7.75 6.00 36.0 7.75 7.75 47.6 DN200 219.1 197 I 21.6 197 21.8 197 152 16.3 197 197 21.6 10 10.750 9.00 99.0 9.00 121.5 9.00 6.50 69.9 9.00 9.00 99.0 DN250 273.0 229 44.9 229 55.1 229 155 31.7 229 229 44.9 12 12.750 10.00 133.0 I 10.00 110.0 10.00 7.00 80.0 10.00 10.00 133.0 DN300 323.9 254 60.3 ! 254 49.9 254 178 36.3 254 254 60.3 (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). �J 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 7 ✓cta U1ic victaulic.com 4.3 DIMENSIONS (Continued) Tees, Crosses and True Wyes I•CtoEy ( CtolLt Clu (�CtoE»i � GE I to -E CSo CIOTE -- No.20 No.35 No.33 No.29M Size Tee Cross(sw) True Wye(sw) Tee with Threaded Branch Actual Approx. Approx. Approx. Approx. Outside Weight Weight Weight Weight Nominal Dimeter C to E (Each) C to E (Each) C to LE C to SE (Each) C to GE C to TE (Each) Inches inches Inches lb inches lb inches inches lb inches inches lb DN mm mm kg mm kg mm mm kg mm mm kg 142 14.000 11.00(5 w) 145.0 11.00 1 198.0 11.00 7.50 134.2 - - DN350 355.6 279 65.8 279 1 89.8 279 191 60.8 377 0 1 1145.0 292 92 65.8.8 _I{I 162 16.000 12.00(sw) 186.0 12.00 250.0 ( 12.00 8.00 167.0 DN400 406A 305 84.4 305 113.4 305 203 75.7 -v 426.0 13.00 186.0 300 84.4 182 I 18.000 15.50(sw) 260.0 15.50 350.0 15.50 8.50 j 234.0 DN450_ 457.0 394 117.9 394 158..8 394 216 106.1 _ 480.0- 13724.63 256.1 - _ 20' ( 20.000 17.25(sw) 336.0 17.25 452.6 17.25 I 9.00, 281,0 - - - DNS00_ 508.0 438 152.4 438 205.0 I 438 i 229 127.5 I 530.0 15.38(sw) 339.0 - - - - 391 24' i 24.000 1 20.00(Sw)j 592.0 ( 20.00 795.0 ' 20.00 j 10.00 j 523.0 - - - DN600 i 610.0 508 _2_68.5 I 508 360.6 508 254- ! 237.2 -._._....... T..._.......j 17.38(swj 473.0 ..i..-._--. T..-- 630.0 t 14-60 For AGS fitting infovmiiation,See pou'licatioi.20.G5 DN350=DN15D0 A 6 " Zl- 2 For 14"/DN350 and larger roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 8 ✓ctauhcr victaulic.com 4.4 DIMENSIONS 1 f Reducing Tee No. 25 Grooved Branch �.ctoE ctoE I ( No. 29T Threaded Branch -1 c y c to to �CtoE �CtoE I, I I y' No.25 No.29T c c to _ to No.29T f It No.25 w/Thd. Size Std. Branch Approx. No.25 No.29T Weight No.29T Nominal C to E C to E (Each) No.25 w/Thd. inches inches Inches lb Size Std. Branch Approx. DN mm mm kg Weight 4 x 4 x 3/4 5.00(sw) 5.00(sw) 8.0 Nominal C to E C to E (Each) DN100 DN100 DN20 127 _� 127 3.6 inches inches inches I 1 5.00 5.00 7.8 DN mm mm kg DN25 ` 127 _ 127 3.5 1 1 '/4 2.25(sw) 2.25(sw) 1.0 1 1/4 5.00(sw) 15.00(sw) ' 9.6 DN25 x DN25 x DN20 _ 57 57 0.5 DN32 127 127 4.4 1 1/4 1 1/4 1 2.75(sw) 2.75(sw) 1.3 1 1/2 5.00 5.00 10.2 DN32 x DN32 x DN25 70 70 0.6 DN40 127 127 4.6 1 1/2 1 1/2 3/4 2.75(sw) 2.75(sw) 1.5 2 5.00 5.00 11.2 DN40 x DN40 x DN20 70 70 0.7 DN50 127 127 5.1 1 2.75(sw) 2.75(sw) 1.5 21/2 5.00 l 5.00 11.4 DN25 70 70 0.7 127 127 5.2_ 1'/4 2.75(sw) 2.75(sw) 1.7 3 5.00 5.00 1 11.6 DN32 70 I 70 0.8 DN80 127 127_1 5.3 2 2 3/4 3.25 3.25 2.5 5 x 5 x 1 5.50(sw) , 5.50(Sw) I 14.0 DN50 x DN50 x DN20 83 83 1.1 _DN25 140 I 140 _ 6.4 1 3.25 3.25 2.7 1 1.i 5.50(sw) ; 5.50(Sw) 14.3 DN25 83 83 1.2-_� i DN40_ _140 __140_� 6.5 1 1/4 3.25(sw) 3.25(sw) 1.8 I �2 �5.50(sw) 5.50(sw) 14.5 DN32 83 83 �0.88 I _DN50 140 _I _ 140 6.6 1 /2 3.25 3.25(sw) 3.0 21h 5.50 ( 5.50(sw) 15.2 DN40 83 93 1.4_ j _140 14D 6.9 21/2 x 21/2 x 3/4 3.75(sw) 3.75(sw) 3.9 3 _ 5.50 5.50(sw) 16.6 DN20 95 95 _ 1.8 I DN80 140 140 7.5 1 3.75 3.75(sw) 3.8 4 5.50 5.50(sw) 16.7 DN25 95 95 1.7 i_ __ DN100 140 140_- 7.6 1 1/4 3.75 3.75 4.2 ( 6 x 6 x 1 6.50(sw) 6.50(sw) 23.0 DN32 95 95 1.7 DN150 DN150 DN25_ 165 1_65 _10.4-� 1 1h 3.75 3.75 3.9 1 1/2 6.50(sw) 6.50(sw) 24.0 DN40 95 95 1.8 DN40 165 165 _ 10.9 2 3.75 3.75(sw) 4.5 2 6,50 6.50 21.6 DN50 95 95 2.0 DN50 165 I 165 9.8 3 3 3/4 4.25(sw) 4.25(sw) 5.7 2'A 6.50 6.50 21.4 DN80 x DN80 x DN20 108 108 2.6 165 165 11.7 1 4.25 4.25 6.1 3 6.50 6.50 26.5 DN25 108 108 2.8 DN80 165 165 12.0 11/4 4.25 4.25 8.0 4 6.50 6.50 25.0 DN32 108 108 3.6 DN100 165 165 _ 11.3 1 1/2 4.25 4.25(sw) 6.5 5 6.50 6.50 23.2 DN40 108 108 2.9 165 165 103 2 4.25 4.25(sw) 6.2 61/2 x 61/2 x 3 6.50 6.50(sw) 24.0 DN50 108 108 2.8 DN80 165 165 10.9 21/2 4.25 4.25(5w) 6.4 4 6.50 6.50(sw) 25.0 108 108 1 2.9 DN100 165 165 11.3 (s)=Carbon Steel Direct Roll Groove(OGS) (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded (sw)=Carbon Steel Segmentally Welded NOTE NOTE Cast fitting available.Contact Victaulic for details. Cast fitting available.Contact Victaulic for details. 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 9 �ctauhlc' victaulic.com 4.4 DIMENSIONS (Continued) Reducing Tee �« � No. 25 Grooved Branch CtoE CtoE I No. 29T Threaded Branch -- 1---- c c to tp �CtoE CtoE E R:: -- T �- •T No.25 No.29T C C to E i tE No.29T No.25 w/Thd. Size Std. Branch Approx. No.25 No.29T ffach) ight No.29T Nominal C to E C to E No.25 w/Thd, i inches inches Inchesb Size Std. Rranrh Approx. DN mm mmg Weight 12 1121 10.00(sw) 10.00(sw) 77.0 Nominal C to E C to E (Each) DN300 x DN300 x DN25 I 254 254 34.9 inches inches inches lb 2 10.00(sw)i 10.00(sw) 80.0 DN mm mm k DN50 254_ �__ 254 36.3 8 8 1 1/2 7.75(sw) 7.75(sw) 33.0 2 3/2 10.00(sw) 10.00(sw) 78.0 i DN200 x DN200 x DN40 197 197 15.0 254 _ 254 35A 2 7.75(sw) 7.75(sw) 33.5 3 10.00(sw)i 10.00(sw) 82.0 DN50 ( 197 197 15.2 2N80 254 254 37.2 2 1/2 7.75(sw) 7.75(sw) 39.0 4 10.00(sw) 10.00(sw) 80.0 197 197 17.7 DN100 254 254 36.3 3 7.75(sw) 7.75(sw) 33.6 5 10.00(sw) 10.00(sw) 75.0 1 DN80 197 1 197 15.2 254 254 _34.0_ 1 4 7.75 �7.75 .75 41.8 6 10.00(sw) 10.00(sw) 75.0 DN150 254 254 34.0 DN1001 19797 19.0 --! _ I s 7.75(sw) (svv) 34.0 8 10.00(sw)!10.00(sw) 80A. .... l 197 197 1 15.4 I DN200. 254 254 36.3 6 7.7s I 7.75 42.3 j 10 10.00(s� w)j 10.00(sw) 84.0 DN150I 197 197 19.2 DN250 254 j 254 38.1 1 775 197 197 ... 142 14 4 11.00(sw) 11.00(sw) 102.0 .75(sw) � 7.75(sw) 1---.48.0 f 21.8 I DN350 x DN350 x DN100! 279 279 46.3 - �_._ 5-�11.01s 11 nnI-A 1na� 10 J)u 1 ti2 3.uu y.0u 1 oe.0 i DN250 x DN250 x DN40 229 229 i 28.1 DN150 t 279 279 49.1 2 9.00(sw) 9.00(sw) 62.0 j j 8 r 11.00 11.00 112.0 DN50 229 229 I 28.1 DN200 _279_ _ 279 _50.8- 21/2 9.00(sw) 9.00(sw) 62.4 - 10 11.00 11.00 I 120.0 i j 229 229 28.3 D_N250i 279 _279 54.4-w1 3 9.00(sw) 9.00(sw) 60.0 - 12 11.00 11.00- 129.1 DN80 229 229 27.2 DN300 279 _I 279_ _ 58.6 4 9.00(sw) 9.00(5w) 61.0 162 16 4 12.00 12.00 130.0 DN100 229 229 27.7 DN400 x DN400 x DN100 305 -{I- 305 _ 59.0 5 9.00(sw) 9.00(sw) 52.0 6 12.00(sw)112.00(sw) 133.5 229 229 23.6 1 DN150 305 305 60.6 6 9.00(sw) 9.00(sw) 59.0 1 8 ! 12.00 12.00 I 145.0 _ DN150 229 229 26.8 DN200 1 305 305 65.8 8 9.00(sw) 9.00(sw) 64.7 10 12.00 12.00 149.5 - DN200 229 229 29.3 DN250 305 305 67.8 _ (s)=Carbon Steel Direct Roll Groove(OGS) 12 12.00 12.00 154.0 DN300 305 305 I 69.9 (sw)=Carbon Steel Segmentally Welded 14 12.00(sw) _ J 167.0 NOTE DN$s0 305 I 75.8 • Cast fitting available.Contact Victaulic for details, 2 For 14YDN350 and larger roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • Cast fitting available.Contact Victaulic for details. 07.01 1449 Rev AF Updated 08/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 10 ✓ctaulia victaulic.com 4.4 DIMENSIONS (Continued) Reducing Tee �•C to E•� �C to E•I No. 25 Grooved Branch I I No. 29T Threaded Branch -i -"- "T -i•-- C c .0 [O oEtcto ►CtoE ET -- "T No.25 No.29T C C [J t0 E � No.29T + _! No.25 w/Thd. Size Std. Branch Approx. No.25 No.29T Weight Na.29T Nominal C to E C to E (Each) No.25 w/Thd, inches inches inches lb Size_ Std. Branch Approx. DN mm mm kg Weight 242 24 8 20.00 20.00 r 340.0 Nominal C to E C to E (Each) DN600 x DN600 x DN200, 508 1 508 154:2 inches inches inches lb �10 20.00 20.00 343.9 DN mm mm kg __DN250 1- 508 508__ 156.0 182 18 4 i 15.50(sw) 15.50(sw) 194.0 12- I 20.00 20.00 352.8 DN450 X DN450 x DN100, 394 394 88.0 DN300 i 508 508 160.0 T�"--- - 6 15.50(sw) 55. 00(sw) 200.0 14 i 20:00 _ 360.0 DN1501 394 394 90.7 DN350 508 163.3 8 15.50(sw) 15.50(sw) 202.0 16 1 20.00 _ 378.0 DN200 394 394 1 91.6 _Yj4q0j. 508 171.5 10 15.50 15.50 212.0 18 20.00 - i 390.0 DN250 394 394 96.2 DN450 508 172.4 12 15.50 15.50 I 222.6 20 20.00 - 373.0 DN300 394 __394 J 101.0 _ _ ___ __DN500� 508 ( I 169.2 14 15.50 _ 230.1 E - i For AGS fitting information,see ; DN350 394 104.4 14-60 publication20.05 l 16 15.50 .1 247.6 I DN350-1500 I AGS' J ' ------"- - - -- t ON400 394 202 20 6 17.25 17.25 240.0 2 For 14"/DN350 and larger roll grooved systems,Victaulic offers the DN500 x DN500 x DN150 438.__ 438-f _108.9� Advanced Groove System(AGS).For pricing and availability of cut groove 8 17.25 17.25 244.0 fittings in this size,contact your nearest Victaulic sales representative. DN200 438 438 110.7- (s) Carbon Steel Direct Roll Groove(OGS) 10 17.25 17.25 256.0 (sw)=Carbon Steel Segmentally Welded DN250 438 438 116.1 12 17.25 17.25 264.0 NOTES DN300 438 438 119.8 No.29T Threaded Outlet Reducing Tees are supplied NPT and are 1438 _ 275.0 available with British Standard threads.For British Standard specify 14 7.2 124.7 "BSP"clearly on order. 7.2 DN350 14 16 143 5 _ 2g46 All fittings are ductile iron unless otherwise noted with an(sw)or(s). DN400 438 130.9 Cast fitting available.Contact Victaulic for details. 18 17.25 _ 297.0 DN450 438 134.7 2 For 14"/DN350 and larger roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • Cast fitting available.Contact Victaulic for details. 07.01 1449 Rev AF Updated 08/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 11 ✓ctaulle victaulic.com 4.5 DIMENSIONS Bull Plug No. 61 r-E to E No.61 No.61 Size _ Bull Plug(s) Actual Approx. Outside Weight Nominal Diameter E to E (Each) Inrhes Inrhes Inrhes lb ON mm mm kg 2 2.375 4.00 2.5 DN50 1 60.3 102 1.1 21h 2.875 5.00 3.0 73.0 127 1.4 3 3.500 6.00 4.5 _DN80 88.9 152 2.0 4 4.500 7.00 7.5 DN100 114.3 178 3.4 5 5.563 8.00 12.0 141.3 203 5.4 6 6.625 10.00 17.0 DN150 168.5 254 7.7 (s)=Carbon Steel Dlrect Roll Groove(OGS) (sw)_:Carbon Steel Segmentally Welded NOTES • Steel dish caps available through 24'/DN600,contact Victaulic. • No.61 Bull Plugs should be used in vacuum service with Style 72 or 750 couplings. • Aii iiitings are uuciiie irun unless uiheiwiae r uted with dii(sw)of(ai. 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 12 ✓ctalulid victaulic.com 4.6 DIMENSIONS 450 Lateral No. 30 C co LE i LE j C'to I (` C iO I �� SE S, No.30 No.30 No.30 No.30 Size 45•Lateral Weight Size 45•Lateral Weight Actual Actual Outside Approx. Outside Approx. Nominal Diameter C to LE C to SE (Each) Nominal Diameter C to LE C to SE (Each) inches Inches inches inches lb inches inches inches inches lb DN mm mm mm kg DIN mm mm mm kg 3/4 1.050 4.50(sw) 2.00(sw) 1.0 6.500 14.00(sw) 4.50(sw) 43.6 DN20 26,9 1 114 51 0.5 _ 165.1 356 114 19.8 1 1.315 5.00(sw) 2.25(sw) 1.7 6 6.625 I 14.00(sw) 4.50(sw) 43.6 DN25 33.7 _ 127 57 0.8 DN150 168.3 __ 356 114 49.8 11/4 1.660 5.75 2.50 2.5(d) 8 8.625 18.00(sw) 6.00(sw) 72.0 DN32 42A 146 64 1.1 DN200 219.1 457 152 323 11h 1.900 6.25(sw) 2.75(sw) 3.5 10 10.750 20.50(sw) 6.50(sw) 105.0 DN40 48.3 159 70 1.6 DN250 273.0 521 165 47.6 2 2.375 7.00(sw) 2.75(sw) 5.0 I 12 12.750 23.00(sw) 7.00(sw) 165.0 DN50 603 178 70 2.3 DN300 323.9 S_84 _ 178 1 74.8 _ 21h 2.875 7.75(svvy 3.00(sw) 9.0 142 14.000 2650(sw) '�7.50(sw) 276.0 11 _ 73.0 197 76 4.1 ON So 355.6 _ 673 i 191 - �^ .125.2 I 3.000 8.50(sw) 3.25(sw) 11.0 162 16,000 29.00(sw) 8,00(sw? 344.2 DN65 76.1 I 216 ) E 5.0_ DN40U 406A 737 i 203 156.1 3 3.500 8.50 3.25 11.7(d) 1 18- 18.000 132.00(sw) i 850(sw) 429.0 DN80 88.9 216 83 SA j V DN450_ 457.0 _813_ I 216 I 194.6 31h 4.000 10.00(sw) 3.50(sw) 17,8 20' 20.000 35.00(sw) 9,00(sw) I 500.0 DN90 101.6 254 _89 1 8.1 DN500 _ 508.0__ _889_ __229 226.8 4 4.500 10.50 3.75 ( 22.2(d) -��242 24.000 r 40.00(sw) 10.o0(sw) 715.0 DN100 114.3 267 95 10.1 _ _ DN600 610.0--J_ 1016 _« 254 324.3 5 5.563 12.50(sw) 4.00(sw) 21.8 For AGS fitting information,see publication 20.05 141.3 318 102 9.9 14-60 (s)=Carbon Steel Direct Roll Groove(OGS) DN350-DIN 1500 AGS' (sw)=Carbon Steel Segmentally Welded Y For 14°/DN350 and larger roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). 1 07.01 1449 Rev AF Updated 08/2017 0 2017 Victaulic Company.All rights reserved. victaulic.com 13ctaulil>: victaulic.com 4.7 DIMENSIONS 45'Reducing Lateral No. 30-R cro j cto j LE I 'j LE SEA `/ SE l No.30-R No.30-R No 30-R No 30-R Size F 45'Reducing Lateral Size 45°Reducing Lateral Approx. Approx. Weight Weight Nominal C to LE C to SE (Each) Nominal C to LE C to SE (Each) inches inches inches lb inches inches inches lb DN mm mm kg DN mm mm kg 3 3 2 8.50 3.25 9.8 14' 14 4 26.50 7.50 172.0 DN80 x DN80 x DN50 216 _ 83 I 4.4 DN350 x DN350 x DN100, 673 191 78.0 21/z - 8.50 3.25 9.8 6 1 26.50 7.50 187.0 (+ 216 83 4.4 DN150. 673 191 _ 84.8_1 4 4 2 10.50 3.75 10.0 8 I 26.50 7.50 205.8 DN100 x DN100 x DN50 267 95 4.5 DN200 673 191 93.4 21A 10.50 3.75 10.0 10 26.20 7.50 j 235.0 - _ 267 95 4.5 DN250 673 191 106.6 3 i 10.50 3.75 18.3 12 26.50 7.50 250.0 DN80_ 267 1 95 8.3 DN300 673 191 113.4 5 x 5 x 2 12.50 1 4.00 24,0 i 161 16 6 !-29.00 i 8.00 215.0 DN50 318 I 102 i 10.9 j DN400 x DN400 DN150j- 737- 1 -203- 97.5 _' ,- -. .. ......-,_...I. ..._..-.. ----..._- 3 12.50 4.00 27.0 8� 29.00 I 8.00 252.5 DN80 ._ 318 102 12,2 DN2000 73_7_ 203_ 1 114.5 4 12.50 4.00 26.5 10 1 29.00 , 8.00 I 265.0 ON100 318 102 I 12.0 I DN2SO, 737 i 203 I 17.0.2 $ 14.00 4 50 3'0 12 20 nn c nn - 2oc n I 13 150 x DN150 x DN80 I 356 114 16.8 DN300 73_7 203 133.8 4 14.00 4.50 Y 36.0 14- 29.00 8.00 305.0 DN100 356 114 16.3 _DN350_ _ 737_ 203 138.3-i 5 14.00 4.50 44.7 182 18 6 32.00 1 8.50 274.0 356 114 20.3 DN450 x DN450 x ON150 813 216 124.3-1 8 8 4 18.00 6.00 62.0 8 32.00 6.50 275.0 DN200 x DN200 x DN100 457 152 28.1 DN200 813 216 124.7 5 18.00 6.00 75.5 12 32.00 8.50 347.0 457 152 34.2 DN300 813 216 157.4 6 18.00 6.00 82.0 14 32.00 8.50 350.0 DN150 457 152 37.2 DN350 813 216 158.8 10 10 4 20.50 6.50 104.8 16 I 32.00 8.50 362.0 DN250 x DN250 x DN100 521 165 47.5 DN40_0,_813 216 I 164.2 5 20.50 6.50 99.0 202 20 12 35.00 9.00 415.0 521 165 44.9 I DN500 x DN500 x DN300 889 229 188.2 6 20.50 6.50 105.8 14 35.00 9.00 420.0 DN150 521 _165 48.0 DN350 889 229 190.5 8 20.50 6.50 118.0 16 35.00 10.00 425.0 DN200 521 165 53.5 DN4001 899 1 229 192.8 12 12 5 23.00 7.00 122.0 24' 24 16 ( 40.00 10.00 425.0 DN300 x DN300 x 584 178 55.3 DN600 x DN600 x DN400 1016 254 192.8 6 23.00 7.00 137.0 20 40.00 10.00 570.0 1 DN150 584 178 62.1 DN600 1016 254 258.6 8 23.00 7.00 147.0 I For AGS fitting information, DN200 584 178 �75.8 14-60 see publication 20.05 10 j 23.00 7.00 DN350-DNlSoo AGS." DN250' 584 178 Z./mw P For 14"/DN350 and larger roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove littings in this size,contact your nearest Victaulic sales representative. 07.01 1449 Rev AF Updated 08/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 14 ✓ctsuulic victaulic.com 4.8 DIMENSIONS 4.9 DIMENSIONS Tee Wye Adapter Nipple No. 32 No. 4012 Grv. x Thd. No. 42 Grv. x Bev. No. 43 Grv. x Grv. Hr- EtoE .I r-EtoE .I r-EtoE .I . .1//.......... I4I9I El El G �- No.40 No.42 No.43 -E No.40,42,43 No.32 Size Adapter Nipple(s) No.32 Approx. Size Tee Wye(sw) Actual Outside Weight Nominal Diameter E to E (Each) pprox inches inches Inches lb Weight ON mm mm kg Nominal G H Et E2 (Each) inches inches inches inches inches lb 1/4 1.050 3.00 0.3 DN mm mm mm mm kg DN20 _ 26.9 76 0.1 2 x 2 2 2.75 7.00 9.00 4.63 " 6.4 25 33.7 1 1.3 3 0.4 x 7 766 0,2 DN50 DN50 DN50 , 70 178 229 118 J 2.9 -" 21/2 21/2 21/2 3.00 7.75 10.50 5.75 11.5 1'/' 1.660 4:00 0.8 x x 76 197 267 146 5.2 DN32 42.4 102 OA 11/2 1.900 4.00 0.9 3 3 3 3:25 8:50 11.50 6.50 14:3 40 48.3 102 0.4 DN80 x DN80 x DN80 83 216 292 165 i 6.5 2 2.375 4.00 1.2 3'/: 31h 31/2 3.25 10.00 13.00 7.75 22.9 DN50 603 102 0.5 DN90 x DN90 x DN90 89 254 330 197 10.4 2y2 2.875 4.00 1.9 4 4 4 3.75 I10,50 13.63 8.13 26.0 I _ _ 73.0 _ 102 j 0.9 100_ x DN100 x DN100_i 95 267 346 207 11.8 3 V 3.500 4.00 2.5 5 x 5 x 5 4.00 12.50 16.13 10.00 48.0 DN80_ _� 88.9 102 102 318 410 254 21.8� _ 31/ 4.000 4.00 2.1 -� 4.50 14.00 18.25 1150 60S DN90 101.E 102 0.9 x DN150 DN150 DN150 x 114 356 _464 _292 27A_ I 4 4,500 6.011 5.5 8 8 8 6.00 18.00 23.25 15.25 127.1 { IDN100_ _ _ 11_4.3 -152 _� 2.5 DN200 x DN200 x DN200 152 457 591 387 1 57.7 5 5.563 6.00 7.4 10 10 10 1 6.50 ' 20.50 27.25 18.00, 190.0 _ 141.3 152 _ 3.4 DN250 x DN250 x DN250- 165 521 692 457 86.2 6 6.625 6.00 �- 9.5 12 12 12 7.00 23.00 31.00 20.50 240.0 DN150 16&3 152 4.3 DN300 x DN300 x DN300 178 584 787 521 108.9 8 8.625 6.00 14.2 DN200 219.1 152 _ 6.4 (s)=Carbon Steel Direct Roll Groove(OGS) 10 10.750 8.00 27.0 (sw)=Carbon Steel Segmentally Welded DN250 273.0 203 12.2 12 12.750 8.00 33.0 DN300 323.9 203 15.0 (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTES • All fittings are ductile iron unless otherwise noted with an(sw)or(s), • For pump package nipples with 11/2"/40 mm hole cut to receive Style 923 Vic-Let or Style 924 Vic-O-Well request special No.40,42 or 43 nipples and specify No.40-H,42-H or 43-H on order.NOTE:4-12'/DN1OO- DN300 diameter-87200 mm minimum length required. • For roll grooved systems,Victaulic offers the Advanced Groove System (AGS).For pricing and avallability of cut groove fittings in this size,contact your nearest Victaulic sales representative. • Available with British Standard Pipe Threads,specify"BSP"clearly on order. 07.01 1449 Rev AF Updated 08/2017 m 2017 Victaulic Company.All rights reserved, victaulic.com 15 ✓ctaU1iCr victaulic.com 4.10 DIMENSIONS Cap No. 60 b T b No.60 No.60 i No.60 No.60 Size Cap Size Cap _ Actual Approx. Actual Approx. Outside Weight Outside Weight Nominal Diameter "T"Thickness (Each) Nominal Diameter "T"Thickness (Each) inches inches inches lb inches inches inches lb ON mm mm I 1(9 I DN mm mm kg 3/4 1.050 0.88 0.2 6.250 1.00 6.8 DN20 26.9 22 0.1 159.0 I 25 3.1 1 1.315 0.88 0.3 6.500 1.00 7.3 25 33.7 22 0.1 165.1 25 3.3 11/4 1.660 0.88 0.3 6 6.625 1.00 6.1 DN32 42A 22 0.1 DN150 168.3 25 2.8 11/2 1.900 0.88 0.5 8 8.625 1.19 13.1 DN40 48.3 22 0.2 DN200 219.1 30 5.9 2 2.375 1 0.88 0.6 10 10.750 1.25 21.0 DN50 I 60.3 I 22 0.3 DN250 273.0 _ 32 9.5 21/2 2.875 0.88 1.0 12 12.750 1.25 35.6 73.0 22 0.5 DN300 323.9 _ _ _ 32__ 16.2 3.000 0.88 1.2 142 14.000 9.50()) -r +� DN65 76.1 22 0.5 DN350 I 355.6 241 + 3 3.500 0.88 1.2 16 �+�__..»_. -.._.. 16.000 10.00(s) + DN80 88.9 22 0.5 DN400 1 406.4 _ 254 . -__..._..._... 31/2 4.000�- -0.88 2.5 18z _. -- -- 18.000 11,00(s) + - DN90 101.6 22 1.1_�j DN450 i 457.0 i 279 4.250 1.00 2.3 202 20.000 12,00(s) i 108.0 25 1.0 - D_N500 _ 508.0 305 4 4.500 1.00 2.5 E 241 24.000 �J 13.50(s) 1 DN 100 114.3 25 _ 1.1_ I _ DN6_U_0_ _j 610.0. +__ � 343 _.-.L 5.250 1.00 4.5 - For AGS fitting information,see pr>Ullwtion 20,05 133.0 25 I 2.0 - i 14-60 5.500 1.00 4.5 �I DN350-DN1 A GS DN 125 139.7 25 _2.0_ I 5 5.563 1.00 4.6 -111 2 For 14'/DN350 and larger roll grooved systems,Victaulic offers the 141.3 25 2.1 Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded +Contact Victaulic for details. NOTES • No.60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings.No.61 bull plugs should be used. • All fittings are ductile iron unless otherwise noted with an(sw)or(s). • 07.01 1449 Rev AF Updated 08/2017 ©2017 Victaulic Company,All rights reserved. victaulic.com 16 ✓ct_au lic° victaulic.com 4.11 DIMENSIONS Flanged Adapter Nipple No. 41 ANSI Class 125 No. 45F ANSI Class 150 Flat Face No. 45R ANSI Class 150 Raised Face No. 46F ANSI Class 300 Flat Face No. 46R ANSI Class 300 Raised Face No. 45RE PN10/PN16 Raised Face h-EtoE EtoE -nj EtoE -I r EtaE »1 p-EtoE �I r-EtoE y No,41 No.45F No.45R No.46F No.46R No.45RE No.41 No.45F and No.45R No.46F and No.46R ANSI 125 ANSI 150 ANSI 300 No.45RE Size Flange Adapter Nipple Flanged Adapter Nipple(s) Flanged Adapter Nipple(s) Flanged Adapter Nipple Actual Approx. Approx. I Approx. Approx. Outside Weight Weight Weight Weight Nominal Diameter E to E (Each) E to E (Each) E to E (Each) E to E (Each) inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 41 1.050 3.00 _ 3.00 2.3 3.00 3.3 DN20 26.9 76 76 1.0 76 1.5 1 1.315 3.00 2.5 3.00 2.7 3.00 3.9 DN25 33.7 76 1.1 76 1.2 76 1.8 11/4 1.660 4.00 3.0 4.00 3.3 4.00 4.8 DN32 42.4 102 1.4 102 1.5 102 22_2._ 11/z 1.900 4.00 3.5 4.00 �3 9 4.00 I 6.9 DN40_ 48_3 _ 102 1.6 102 1.8 102 3.1 r _ - 2 2.375 4.00 5.5 4.00 6.0 4.00 6.2 2.50 �5.3 DN50 603 102 2.5 102 2_7 102 _3.7 _ 64 2.a 21/2 2.875 4.00 8.0 4.00 -_' 9.9 4.00 -� 11,9 • ~•- _ _.� _ 73.0 102 3.6 102 4,5 i 102 I. __ 5,4 3,000 _ ._. r -- -- -----2.50 6.5 DN65 76.1 2.9 3 3.500 4.00 9.5 4.00 11.7 4.00 16.5 2.50 I.2 DN80 88.9 102 4.3 102_ 5.3 102_ 75 64 3.7 31/2 4.000 4.00 12.0 4.00 15.1� 4.00 20.1 DN90 101.6 102 5.4 102 I &8 102 9.1 4 4.500 6.00 16.7 6.00 18.5- 6.00 27.4 2.75 10.0 DN100 114.3 152 7.6 152 _8.4 152 _ 12.4 _ _ .70 j 45 5 5.563 6.00 21.5 6.00 21.3 6.00 35.3 141.3 152 9.8 152 9.7 152 16.0 5.500 2.75 16.3 DN125 139.7 - - - - - - 70 7.4 6 6.625 6.00 26.5 6.00 27.5 6.00 47.5 2.75 16.3 DN150 I 168.3 152 12.0 152 12.5 152 21.5 70 7.4 6.500 165.1 8 8.625 6.00 39.0 6.00 41.3 6.00 70.3 DN200 219.1 152 17.7 152 18.8 152 31.9 10 10.750 8.00 57.0 8.00 59.3 8.00 100.8 DN250 273.0 203 25.9 203 27.1 203 45.7 12 12.750 8.00 41.0 8.00 40.0 8.00 146.2 DN300 323.9 203 18.6 I 203 40.0 203 66.3 142 14.000 8.00 _ 8.00 8.00 DN350 355.6 203 203 + 203 + 162 16,000 8.00 _ 8.00 8.00 DN400 406.4 203 203 + 203 + 18' 18.000 8.00 _ 8.00 8.00 DN450 457.0 203 203 + 203 + 2 For 14'/DN350 and larger roll grooved systems.Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 17 Act:aU1iiC` victaulic.com 4.11 DIMENSIONS (Continued) Flanged Adapter Nipple No. 41 ANSI Class 125 No. 45F ANSI Class 150 Flat Face No. 45R ANSI Class 150 Raised Face No. 46F ANSI Class 300 Flat Face No. 46R ANSI Class 300 Raised Face No. 45RE PN10/PN16 Raised Face I•- E to E E to E I•-E to E •I E to E y E to E E to EIn -I No.41 No.45F No.45R No.46F No.46R No.45RE No.41 No.45F and No.45R No.46F and No.46R ANSI 125 ANSI 150 ANSI 300 No.45RE Size Flange Adapter Nipple Flanged Adapter Nipple(s) Flanged Adapter Nipple(s) Flanged Adapter Nipple(s) Actual Approx. Approx. Approx.roxproxp Approx. Outside Weight Weight Weight Weight Nominal Diameter E to E (Each) E to E (Each) E to E (Each) E to E (Each) inches inches inches lb Inches Ib inches lb inches lb DN mm mm kg mm kg mm kg mm kg 202 20.000 I 8.00 _ 8.00 8.00 f DN500 508.0 203 203 I + 203 + 242 24.000 6.00 _ 8.00 8.00 DN600 610.0 203 203 + 203 + 14—60 For AGS fitting Information see publication 20.05 DN350—DN 150 A GY 2 For 14"/DN350 and larger roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. (s)=Carbon Steel Direct Roll Groove(OGS) (sw1=Carhnn Steel Spgmentally Welded +Contact Victaulic for details NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s), 07.01 1449 Rev AF Updated 08/2017 ©2017 Victaulic Company,All rights reserved. victaulic.com 18 ✓ctalul.a' victaulic.com 4.12 DIMENSIONS Swaged Nipple No. 53 Grv. x Grv. No. 54 Grv,x Thd. No. 55 Thd. x Grv. r- EtoE� (.-EtoE r EtoE L-EtoE l.-EtoE r- EtoE No.53 No.54 No.55 No.53 No.54 No.55 No.53,54,and 55 Swaged No.53,54,and 55 Swaged Size Nipples(s) Size Nipples(s) Approx. Approx. Weight Weight Nominal E to E (Each) Nominal E to E (Each) inches inches lb Inches inches lb DN I mm kg DN mm kg 2 1 1 6.50 J 2.0 j 5 2 11.00 11.5 DN50 x DN25 165 0.9 1 x _ DN50 279 5_2 11/4 650 2.0 �3 _ 11.00 11.3 DN32 165 0.9 i DN80 279 S.1 11h 6.50 ; 2.0 4 11.00 115 DN40 165 1 0.9 ON100 279 5.2 21/2 1 7.00 3.0 6 1 12.00 17.0 x DN25 178 1.4 DN150 x DN25 305 7.7 11/4 7.00 3.0 11/4 12.00 17.0 DN32 178 1.4 DN32 305 ( .-7.7^-.- 11/a 7.00 3.0 11/2 12.00 17.2 DN40 178 1.4 � DN40 305 _i _ 7.8_ 2 7.00 - - 3.0 t 2 12.00 17.4 DN50 178 1.4 ( I DN50- I 305 7.9 ---3-- - 1 8.00 4.5 -' 2/i - 12.00 17.4 M DN80 x DN25 _20_3 2.0 3_05 «7.9 11/4 8.00 4.5 �3 12.00 _ 17.4 DN32 203 i _2.0 DN80 I 305 7.9 Ph 8.00 } 4.5 - 31h. 12.00 17.4 DN40 203 _ 2.0 DN90 __ 305 7.9 2 8.00 4.5 I 4 12.00 17.5 DN50 203 _ _ 2.0 DN100 305 7.9 21A 8.00 4.5 1 41/2 12.00 17.5 _ 203 2.0 305__ 7.9 31/� 3 8.00 6.8 5 12.00 17.5 DN90 x DN80 203 3.1 305 7.9 4 1 9.00 7.5 8 6 I 20.0 DN100 x DN25 229 3.4 DN200 x DN130 ! + 9.1 11/4 9.00 7.5 (s)=Carbon Steel Direct Roll Groove(OGS) DN32 229 3.4 11/2 9.00 7.5 (sw)=Carbon Steel Segmentally Welded DN40 229 3.4 +Contact Victaulic for details 2 9.00 7.5 NOTE DN50 229 3.4 _ • All fittings are ductile iron unless otherwise noted with an(sw)or(s). 2% 9.00 7.5 _ 229 3.4 3 9.00 7.5 DN80 229 3.4 31/2 9.00 7.5 DN90 229 3.4 07.01 1449 Rev AF Updated 08/2017 m 2017 Victaulic Company.All rights reserved. victaulic.com 19 ✓ctU_UhCr victaulic.com 4.13 DIMENSIONS 4.14 DIMENSIONS Female Threaded Adapter Hose Nipple No. 80 No. 48 EtoE EtoE� I No.48 No.80 Size _ No.48 Hose Ni le(s) Size I No.80 Female Threaded Adapter Approx. Actual Approx. Actual Outside Weight Outside Weight Nominal Diameter E to E (Each) Nominal Diameter E to F (Fach) inches Inches Inches lb inches Inches Inches lb - DN mm mm kg DN mm mm kg 3/4 i 1.050 3.12 1 0.3 3/4 i 1.050 2.00 1.0 DN20 26.9 79 0.1 DN20 26.9 51 0.5 1 i 1.315 3.38 0.4 1 1.315 2.06 1.0 DN25 I 33.7 86 O. DN25 33.7 52 0.5 11/4 1 1.660 3.RR 0.6 11/4 i 1.660 2.31(sw) 1.5 DN32 1 42.4 j 98 0.3 �. DN32 , 42A 59 I 0.7 11/2 1900. 3.88 ~0.8 ' 11/2 1.900 2.31(sw) 1.5 DN4_0 48.3 98 0.4 _ DN40 I 48.3 59 0.7 2 I 2.375 4.50 j - 1.1 1 2 i 2.375 2.50 1.4 `DN50 J 60.3 _I - 114 I 0.5 �DN50 60.3 64 _ 0.6 �y� � 2.875 5.38 2.0 1 2% 2,875 2.75 j 1.5 73.0 i 137 0.9 73.0 70 I 0.7 } I -- - - - ..�.._--- ----- _...__....._...._.__..... .-- .. 3 3.500 5.75 3.2 3 I 3.500 2.75 2.9 DN80 88.9 - -146 1.5 DN80 66.9 --70 -� 1,3 4 I 4S00 7.00 4.9 I -_- 4 ----I 4.500 3.25 �....._.4,5 ' -DN'I UO- _114.3 - - 178 N100 -_114,3 `_.-.83_r.' 2•0 � 1 v 5 - 5.563 8.75 8.0 i-».D__ __�-... i l._...___�__-. . T (s)=Carbon Steel Direct Roll Groove(OGS) -••1413 222 3.6 ^ { (s%0-Carbon creel Segmentally welded 6 _ 6.625 10.13 14.3 DN750 j 168.3 257 6 ) NOTES 8 - 8.625 11.88 24.7 • Available with British Standard Pipe Threads,specify"BSP"clearly on . DN200 219.1 302 11.2 order. 10 10.750 12.50 40.1 • All fittings are ductile iron unless otherwise noted with an(sw)or(s). DN250 273.0-� 318 _ -� 18.2 12 12.750 1450 ( 62.0 I DN300 323.9 368 28.1 (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 20 ✓ctaul-c victaulic.com 4.15 DIMENSIONS Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric I`toE { [4_ le le-E to E-rt la- I'toE E to E-� �--E to E-ry � �-E TOE-ry E to E Etc E:� a::� 0 L�j No.50 No.51 Fabricated Steel Fabricated Steel No.50 No.51 Fabricated Steel Fabricated Steel No.50 No.51 No.50 No.51 No.50 Concentric No.51 No.50 Concentric No.51 Size Reducer Eccentric Reducer Size Reducer Eccentric Reducer Approx. Approx. Approx. Approx. Weight Weight Weight Weight Nominal E to E (Each) E to E (Each) Nominal E to E (Each) E to E (Each) inches inches lb inches lb inches inches lb inches lb DN mm kg I mm kg DIN mm kg I mm kg 11/4 3/4 1.9 _ _ 11/4 4.6 DN32 X DN20 + 0.9 ! DN32 + 2.1 1 - -- - -- 1.9 _ 1 V: 3.00(sw) I 2.6 10.00(sw) 8.1 DN25 + 0.9 DN40 76 1.2 254 3.7 11/2 3/a 1.4 _ _ 2 3.00 2.4 4.00 3.3 l DN40 X DN20 + 0.6 DN50 76 1.1 102 + 1.5 1 2.50 0.8 8.50(sw) 4.5 21/2 3.00 2.7 4.00 3.4 DN25 64 0.4 216 2.0 _ 176 �- 1.2_ 102 1.5 11/4 2.50 1.0 _ _ 3 3.00 3.2 4.00 3.5 DN32 64 0.5 _ _ _ _ DN80 76 1.4 102 _1.6 2 8A 2.50 0.9 9.00(sw) ^2.0 I 31/- -3.00 2.9 10.00(sw) 8.0 DN50 X DN20 64 0.3 229 0.9 DN90 76 t 13 254 _3.6 -2.50 0.7 4.00(sw) 2.3 5 X 2 11.00(sw)1 - 9.0 111.00(sw) 5.2 DN25 64 0.3 229 - 1.0 DN50 279 4.1 U_-279 - 2.4 11/4 ! 2.50 1.2 9.00(S-) 4.6 21./2 i 4.00 43 111.00(sw) 10.8 DN32_'_ 6_4 0.5 229 2.1 --� 102 -221 -� 279 4.9 11112 2.50 1.0 3.50 1,1 3 4.00 I 5.5 i 11.00(sw) 11.1 DN40 64 0.5 89 _0.5_ i I DN80 102 j 2.5 I 279 5.0 21/2 114 1.3 - ' - 3.3 4 3.50 4.3 5.00 12.0 _ X DN20 + 0.6 j + 1.5 DN100 89 1.9 _ j 127 5.4 1 2.50 1.1 9.50 3.5 6 1 4.00 5.0 j 1 1.50(sw) 14.5 DN25 64 0.5 241 1.6 DN150 X DN25 102 2.3 292 6.6 11/4 3.50 3.3 3.50 1.4 11/2 5.5 DN32 89 1.5 89 0.6 DN40 + 2.5 + + 1112 2.50 3.6 9.50(sw) 3.7 2 4.00 6.6 11.50(sw) II 14.5 DN40 64 1.6 241 1.7 DN50 102 3.0 292 I 616 2 2.50 3.9 3.50 4.3 2'A 4.00 6.4 11.50(sw) 14.2 DN50 64 1 1.8 89 2.0 102 2.9 292_. 6.4 3 3/4 15 4.5 3 4.00 6.4 5.50 15.0 DN80 X DN20 + 0.7 + 2.0 DN80 102 2.9 140 6.a ` 1 2.50 1.3 9.50(sw) 4.8 4 4.00 6.5 5.50 17.0 DN25 64 0.6 241 2.2 DN100 102 2.9 140 _ 7.7 - 11/4 2.50 1.4 4.8 5 4.00 6.4 5.50 I 17.0 DN32 64 0.6 + 2.2 102 2.9 140 _ 7.7_ 11/2 2.50 5.1 9.50(sw) 5.1 8 21/2 16.00 7.9 12.00(sw) 26.1 DN40 64 2.3 241 23 DN200 X 406 3.6 305 11.8 2 2.50 1.6 3.50 6.0 3 5.00 9.3 12.00(sw) 22.0 DN50 64 0.7 89 2.7 _ DN80 127 4.2 305 10.0 21/2 2.50 1.8 3.50 7.0 4 5.00 10.4 12.00(sw) 23.0 64 0.8 89 3.2 DN100 127 4.8 305 10.4 DN65 2.50 2.1 _ _ 5 5.00 11.6 12.00(sw) 23.0 64 1.0 127 5.2 305 10.4 N2 3 2.50 2.0 9.50(sw) 7.0 6 5.00 11.9 6.00 24.0 D90 x DN80 64 0.9 241 3.2 DN150 127 5.4 152 10.9 4 1 ! 3.00 3.0 13.00(sw) 6.5 DN100 x DN25 I 76 1.4 330 2.9 07.01 1449 Rev AF Updated 08/2017 ©2017 Victaulic Company.All rights reserved. victaulic.com 21 �ctaulicr victaulic.com 4.15 DIMENSIONS (Continued) Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric I'to E 'I r•-E to E-st r--E to E-ry Imo- 1-to E E to E-� r-E to E n-] I-E to E-*I E to E 7 id EJ L--E No.50 No.51 Fabricated Steel Fabricated Steel No.50 No.51 Fabricated Steel Fabricated Steel Nu.GO No.51 No.50 No.51 No.50 Concentric No.51 No.50 Concentric No.551 Size Reducer Eccentric Reducer Size Reducer Eccentric Reducer Approx. Approx. Approx. Approx. Weight Weight Weight Weight Nominal E to E (Each) E to E (Each) Nominal E to E (Each) E to E (Each) inches inches lb inches lb inches inches lb inches lb DN mm kg I mm kg I DN rnrn kg mm kg 10 4 16.00 19.7 13.00(sw) 32.0 20' 10 20.00 110.0 20.00 177.0 DN250 x DN100 152 8.9 330 14.5 DN500 x DN2501 508 49.9 II 508 80.3 5 33.0 I I 34.6 12 ( 20.00 120.0 20.00 120.0 + 15.0 + 15.7 ; DN300 508 54.4 508 S4A 6 6.00 20.0 13.00(sw) ' 36.9 ( i 14 20.00 149.0 20.00 149.0 DN150 152 9.1 330 16.7 DN35U 508 ( 67.9 1 508_�67.9 �- 8 6.00 22.0 _ 7.00 21.6 16 20.00 120.0 20.00 1 120.0 IF DN200 DN 152 10.0 I 178 9.8 400 508 54.4 1 508 S4.4 J 12 4 44.0 14.00(sw) 48.0 18 20.00 136.0 ' 20.00 136.0 DN300 x DN100 + 20.0 -, 356_-1-21.8 DN450 508 61.7 i 508 ! 61.7 6 I 7.00 24.6 14.00(sw) 50.0 247 10 20.00� 142.0 20.00 142.0 DN1501� 178 �11 2 j 356 22.7 DN600 x DN250 508 64.4 508 8 7.00 52.0 14.00(sw) 1 53.5 12 20.00 150.0 20.00 150.0 DN200I 178 _23.6 356 I 24.3 1 1 DN300 508 68.0 508 68.0 10 --7.00 39.0 1 14.00(sw) 57.0 74 20.00 162.0 20.00 162.0 DN250 178 17.7 a 3S6 �1_ 25.9 i DN350 508 73.5 508 73.5 142 6 13.00 65.0 13.W CO.0 I 1 b '1u.uu 1 i 02.0 20.uu i 62 0 1 DN350 DN150 x .0 9.5 330 27.2 DN400� 508 73.5 508 73.5 8 1300 60 3 - 5. i _ 13.00 600 I � � IS 20.00 162.0 I 20.00 I 162.0 � DN2001 330 29.5 330 27.2 DNJ4501 508 73.5 508 73.5 _t 10 13.00 66.0 13.00 65.0 I 20 I 20.00 151.0 20.090.0 DN250 330 29.9 330 29.5 11 DN500. .508 68, 0 15 508 86.2 L12 13.00 I 68.0 13.00 66.0 For AGS fitting information,see p.l lication 20.05 DN300 330 30.8 330 1 29.9 14-60 ___-_-- - 16l 8 14.00 73.0 14.00 73.0 DN350-DN1500 AGS" DN400 x DN20D 356 33.1 355 I 33.1 Z�- 10 14.00 73.0 14.00 73.0 P For 14"/DN350 and larger roll grooved systems,Victaulic offers the DN250 356 33.1 355 33.1 Advanced Groove System(AGS).For pricing and availability of cut groove 12 14.00 73.0 14.00 73.0 fittings in this size,contact your nearest Victaulic sales representative. DN300 356 33.1 355 33.1 (s)=Carbon Steel Direct Roll Groove(OGS) 14 14.00 73.0 14.00 73.0 (sw)=Carbon Steel Segmentally Welded DN350 356 33.1 355 33.1 +Contact Victaulic for details. 182 10 15.00 91.0 15.00 91.0 DN450 x DN250 381 41.3 381 I 41.3 NOTES 12 15.00 91.0 15.00 I 91.0 Available with male threaded small end No.52. DN300 381 41.3 381 1 41.3 • Cast fitting available for JIS size.Contact Victaulic for details. 14 15.00 91.0 15.00 91.0 • Steel eccentric reducers available through 30"/DN750,contact Victaulic DN350 381 413 381 41.3 for dimensions. 16 1 15.00 91.0 15.00 91.0 1 • All fittings are ductile iron unless otherwise noted with an(sw)or(s). DN400 381 41.3 381 41.3 For 14"/DN350 and larger roll grooved systems,Victaulic offers the .Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales representative. 07.01 1449 Rev AF Updated 08/2017 0 2017 Victaulic Company.All rights reserved. victaulic.com 22 ✓ctaI-U1 is victaulic.com 4.16 DIMENSIONS Small Threaded Reducer No. 52 No. 52F r-toE oE, r-toE UE I1I No.52 No 52F No.52 No 52F No.52F Concentric No.52F Concentric No.52 Reducer with BSPT No.52 Reducer with BSPT Size ;Small Threader Reducer Female Threaded End Size Small Threader Reducer Female Threaded End Approx. Approx. Approx. Approx. Weight Weight Weight Weight Nominal 7EE (Each) E to E (Each) Nominal E to E (Each) E to E (Each) inches lb inches Inches lb DN mm kg mm kg DN mm kg mm kg 11/2 1 2.50 0.8 _ I 4 1 300 2.3 I _ I _ DN40 x DN25 64 0.4 DN100 x DN25 76 1.0 I 11/4 r- 2.50 0.9 _ _ 1'h 3.00 2.7 _ DN32I 64 0.4 DN40 76 1.2 - 2 3/a 2.50 0.9 _ 2 3.00 2.6 DN50 x DN20 64 0.4 DN50 76 1.2 1 2.50 0.7 _ 21/2 3.00 2.6 - - DN25 64 0.3 76 1.2 1'/a 2.50 1.2 _ _ 3 3.00 2.5 DN32 64 0.5 DN80 76 1.1 _ 1112 2.50 1.0 108.Omm x 42.4mm 76 1.3 76 I 1.3 DN40 64 0.5 __ I .- _._�..---.__ ( 21/2 x DN25; 2.5 OS - - ;1.1 48.3mm -76 ` - 1133 -- " 76 ( 1.4 1'h 2.504 1.2 -_.- _ -4 DN32:_ 64 0.5 • - - - _- 60mm ! .76_-. 11/2 j 2.50(sw) I 1.3 - 1 I DN40. 64 0.6 114,3mm x 42.4mm! 76 - 1.3 I- 76 1.3 2 2 50 1.4 I 48.3mm, 76 1.3 76 1.3 DN50 64 0.6 x 1 1/2 64 0.8 64 0.8 60mm I 76 1.3 ! 76 1.4 DN65 DN40 _.-�._... DN50 - - 64 0.9 5 x DN100 + 2.0 D3 x DN20 +(sw) 1.7 - - 133.Omm x 60mm - - 114 2.2 1 2.50 13 - - 139.Omm x 60mm - - 114 2.3 _DN25 64 0.6 1 1/4 I 2.50 1-5 _ _ 6 1 4.00 5.5 DN32, 64 0.7 DN150 x DN25 102 2.5 i 1 1h 2.50(sw) 1.5 _ _ 2 4.00 5.7 DN40 64 0.7 DN50 102 2.6 _ -2 250 1.5 - - 21/2 4.00 5.8 - - DN501 64 0.7 102 2.6 21/2 2.50 2.4 _ _ 3 4.00 5.8 64 1 1.1 DN80 102 2.6 88.9mm x 42.4mm 64 0.9 64 0.8 DN100 +(sw) 2.92. - 48.3mm 64 0.9 64 0.9 5 +(sw) Q 9 ^- 60mm - - 64 0.9 159.0mm x 42.4mm 114 2.2 144 2.5 (s)=Carbon Steel Direct Roll Groove(OGS) 48.3mm 114 2.2 114 2.5 (sw)=Carbon Steel Segmentally Welded +Contact Victaulic for details. 60mm - - 114 2.6 07.01 1449 Rev AF Updated 08/2017 m 2017 Victaulic Company.All rights reserved. victaulic.com 23 �ctaulia' victaulic.com 4.16 DIMENSIONS (Continued) Small Threaded Reducer No. 52 No. 52F E roe -i 1 No.52 No 52F No.52 No.52F Concentric Small Threader Reducer with BSPT Size Reducer Female Threaded End Approx. Approx. Weight Weight Nominal E to E (Each) E to E (Each) Inches Inches Ito DN mm kg mm kg 165.1mm x 42.4mml 102mm I 2.4 102 2.9 48.3mm 102mm 2.6 102 3.0 60mm — 102 3.0 8 2 16.00 1.5 DN200 x DN50 406 0.7 21/2 16.00 1.7 406 0.8 (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTES • Available with British Standard Pipe Threads,specify"BSP"clearly on order. • All fittings are ductile iron unless otherwise noted with an(sw)or(s). r 07.01 1449 Rev AF Updated 08/2017 ®2017 Victaulic Company.All rights reserved. victaulic.com 24 ✓ctaulirr victaulic.com 5.0 PERFORMANCE Flow Data (Frictional Resistance) The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings not listed can be estimated from the data given, for example, a 221/20 elbow is approximately one-half the resistance of a 45°elbow. Values of mid-sizes can be interpolated. Size Dimensions 90°Elbows 45'Elbows Tees Actual TNo.100 No. 110 Outside No.10 1 11/2 D Long No.11 11/2 D Long Nominal Diameter Std.Radius Radius Std.Radius Radius Branch Run inches inches I feet feet feet feet feet feet DN mm meters meters meters meters meters meters 1 1.315 1.7 0.8 _ 4:2 1.7 j DN25 I 33.7 0.5 0.2 1.3 I 0.5 1 2 2.375 3.5 2.5_ 1.8 1.1 8.5 3.5 DN50 60.3 1.1 0.8 0.5 0.3 I 2.6 1.1 3.000 4.3 _ 2.1 10.8 4;3 DN65 76.1 1.3 0.7 _ 3.3 1.3 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 JI DN80 88.9 1.5 1.2 0.8 0.5 4.0 1.5 4.250 6.4 _ 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 5.0 3.4 2.1 16.0 6.8 DN100 1 114.3 2.1 1.5 1.0 0.6 4.9 2.1 5.250 8.1 _ 4.1 20.0 8.1 133.0 25 1.2 6.2 25 _ 5.500 8.5 _ 4.2 _ 21.0 ^--8.5 - _ DN125 139.7 2.6 _ 1.3 ^N � [ __6.4 2.6 5 5.563 8.5 _ 4.2 _ 21.0 8.5 141.3 ?b_ 6.250 9.4 _ 4.9 I _ 25.0 -�I - -9.6 159.0 2.9 - -� 1=5-- - -I' 7.6_.__! - 6.500 I 9.6 _ 5.0 _ I 25.0 10.0 165.1 2.9 ( 1.5 7.6 3.0 6 6.625 10.0 7.5 5.0 3.10 15.0. 10.0 DN150 168.3 3.0 2.3 1.5 _0.9 7.6 3.0 8 8.625 13.0 9.8 6.5 4.0 r 33.0 13.0 DN200 219.1 4.0 3.0 2.0 1.2 10.1 4.0 1 10 10.750 17.0 12.0 8.3 5.0 I 41.0 17' DN250 273.0 5.2 3.7 2.5 1.5 I _.•12.5_ _ _ 5.2 -J 12 12.750 20.0 l 14.5 10.0 6.0 50.0 20.0 DN300 323.9 6.1 + 4.4 3.0 1.8 15.2 6.1 14 14.000 24.54 15.8 18.54 11,0 70.0 23.0 DN350 355.6 7.5 4.8 5.6 3.4 21.3 7.0 16 16.000 28.04 I 18.0 21.04 13.0 80.0 27.0 DN400 406.4 8.5 5.5 6.4 4.0 24.4 81 18 18.000 31.04 20.0 23.54 14.0 90.0 30.0 DN450 457.0 9.5 6.1 7.2 1 4.3 27.4 9.1 20 20.000 34.04 22.5 25.54 16.0 100.0 33.0 _ DN800 508.0 10.4 6.9 7.8 4.9 30.5 10,1 24 24.000 42.04 27.0 29.54 19.0 120.0 40.0 DN600 610.0 12.8 8.2 9.0 5.8 36.6 12.2 AGS fittings available up to 60"/DN1500.Contact Victaulic for details. AGS" 4 Fitting flow data for 14-24"/DN350-DN600 size No.10 and No.11 Elbows is based on fittings for Style 07 and 77 couplings.For flow data on AGS fittings(No. W10 and No.Wll Elbows),refer to publication 20.05. 07.01 1449 Rev AF Updated 08/2017 m 2017 Victaulic Company.All rights reserved. victaulic.com 25 X. U 1iCrc victaulic.com User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Vlctaullc or to Victaullc specifications.All products Victaullc products for a particular end-use application,in accordance with industry to be Installed In accordance with current Vlctaulic installation/assembly Instructions, standards and project specifications,and the applicable building codes and related Vlctaulic reserves the right to change product specifications,designs and standard regulations as well as Vlctaullc performance,maintenance,safety,and warning equipment without notice and without Incurring obligations. Instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaullc employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaullc installation handbook or Installation or waive any provision of Victaullc Company's standard conditions of sale,Installation Instructions of the product you are Installing.Handbooks are included with each shipment guide,or this disclaimer. of Viclaulic products,providing complete installation and assembly data,and are available Intellectual Property Rights in PDF format on our website at www,victaulic.com. No statement contained herein concerning a possible or suggested use of any material, Warranty product,service,or design Is intended,or should be constructed,to grant any license Refer to the Warranty section of the current Price List or contact Victaulic for details. under any patent or other Intellectual property right of Vlctaulic or any of its subsidiaries or affiliates covering such use or design,or as a recommendation for the use of such Trademarks material,product,service,or design In the infringement of any patent or other Intellectual Victaulic and all other Vlctaullc marks are the trademarks or registered trademarks of property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Vlctaulic Company,and/or Its affiliated entitles,In the U.S,and/or other countries, or patent applications for articles and/or methods of use in the United States and/or other countries, 07.01 1449 Rev AF Updated 08/2017 m 2017 Victaulic Company.All rights reserved. victaulic.com 26 �ctaulic` IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.04 VICTAULIC'IS AN ISO 9001 CERTIFIED COMPANY Style 744 FireLock° Flange Adapter VICPlud with Vic-PIUSTM Gasket System Gasket system PRODUCT DESCRIPTION Style 744 FireLock Flange adapter Is designed for directly Incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns Into a grooved pipe system.Sizes 2-8"(50 -200 mm) are hinged for easy handling with Integral end tabs which facilitate assembly. The design Incorporates small teeth Inside the key shoulder I.D.to prevent rotation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings,When wafer or lug-type valves are used adjoining a Vlctaullc fitting,check disc dimensions to assure proper clearance. 49 FireLock Flange adapters should not be used as anchor points for tle-rods across nonrestrained joints. Mating rubber faced flanges,valves,etc., require the use of a FireLock Flange washer. 2-B"Sizes FlreLock Flange adapters with Vlc-Plus gaskets do not require lubrication.The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the Vic-PIuSTm Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: VictaulicO now offers a gasket system which requires no field lubrication on wet pipe systems.The Vlc- PIUSTM System (patented) Is dry, clean,and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook(1-100)for supplemental lubrication requirements, UL ULC FM See Victaulic (Exaggerated forclanty) publication 10.01 for details. DIMENSIONS Style 744 Sealing -- Sizes 2-B"(50-200 mm) Surface Dimensions ANSI Class 125 and 150 Flange Pipe Size Max. Max. Incheslmm Inches/millimeters Aprs Actual Work End W"* Nominal Outside Press.' Load' No. Bolt Each Z�� Diameter Diameter PSI Lbs. Bolts t Size t "A" "B" Lbs. In./mm In./mm kPa N Req'd. Inches Max. Min. W X Y Z kg OO _0 2 2.375 175 775 4 s/e X 23/4 2.38 3.41 6.75 6.00 4.75 0.75 2.7 50 60,3 1200 3450 60 87 172 152 121 19 1.2 (� X Y W 21/2 2.875 175 1135 4 6/ X 3 2.88 3.91 7.88 7.00 5.50 0.88 4.2 B 65 73,0 1200 5050 e 73 99 1 200 178 140 22 119 O O O 80 88.9 1200 7500 3 3.500 175 1685 s/ 3.50 4.53 8.44 7,50 6.00 0.94 4.6 4 e X 3 89 115 214 191 152 24 2,2 4 4.500 175 2780 s 4.50 5.53 9.94 9.00 7.50 0.94 7.1 100 114.3 1200 11045 8 /e X 3 114 1 141 252 229 191 24 3,2 Note:Gray area of mating face must 5 5.563 175 4250 5.56 6.71 11.00 10.00 8.50 1 00 8.3 be free from gouges,undulations or 125 141,3 1200 18920 8 3/4 X 31/2 141 171 279 254 216 25 3.8 deformities of any type for effective sealin 6# 6.625 175 6030 6.63 7.78 12.00 11.00 9,50 1.00 9.3 g 150 168.3 1200 26840 8 3/4 X 3412 168 198 305 279 241 25 4,2 8# 8.625 175 10219 3 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219.1 1200 45475 8 /4 X 3/2 219 252 372 343 298 29 6,3 'Refer to notes below. tTotal bolls required to be supplied by Installer.Boll sizes for conventional flange-to-flange connection.Larger bolts are required when Vlc-Flange adapter Is utilized with wafer-lype valves. #Not avallable with Vlc-Plus gasket system.Lubrication Is required. NOTES Working Pressure and End Load a►etotel,from all Internal and external loads,based on standard weight steel pipe,standard roll or cut grooved In accordance with Vlclaullc specifications.Contact Vlclaullc for performance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be Increased to 1 Y:times the figures shown. Style 744 FlreLock Flange adapters provide rigid Jolnls when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING:Depressurize and drain the piping system before attempting to Install,remove,or adjust any Vlclaullc piping products. RLGISIERLDIRAULINAkKOFVICIAULIC--COPYRIGI112004VICIAULIC-PRINILDINU.S.A. 1477 REV Vlclaullc Company of America-Phone:1-800-PICK-VIC(1-800-742-5842)•Fax:610-250-8817-e-mall:plckvlccvlclaullc.com Vlclaullc Company of Canada-Phone:905-884-7444•Fax:905-884-9774-e-mall:vlccanadacvviclaullc.com Vlclaullc Europe•Phone:32-9-381-1500-Fax:32-9-360-4438-e-mail:vlceuroovictaulic.be /_T_t ��', Vlclaullc America Latina-Phone:610-559-3300-Fax:610-559-3608-e-mail:vlcalovlclaullc.com Vlclaullc Asia Pacific•Phone:65-6235-3035-Fax:65-6235-0535-e-mail:vlcapoviclaullc.com 10.04 VIC-FLANGE ADAPTER NOTES 1 The Style 744 (2-8'750-200 mm) design Incorporates small teeth Inside the key shoulder I.D.to prevent rotation. 2 FireLock Flange adapter should not be used on FlreLock fittings.When wafer or lug-type valves are used adjoining a Vlctaullc fitting, check disc dimensions to assure proper clearance. 3 FireLock Flange adapters should not be used as anchor points for tle-rods across nonrestralned joints. Mating rubber faced flanges,valves, etc.require the use of a FlreLock Flange washer. 4 Area A-B noted in the above drawing must be free from gouges,undulations or deformities of any type for effective sealing. 5 FlreLock Flange adapter gaskets must always be assembled with the color coded lip on the plpP and the other lip facing the mating flange. 6 Flange Washers:FireLock Flange adapters require a smooth hard surface at the mating flange face for effective sealing. Some applications for which the Vic-Flange adapter Is otherwise well suited do not provide an adequate mating surface.In such cases,It Is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange:a standard flat flange gasket should be used adjacent to the serrated flange and then the Flange Washer Is Inserted between the FlreLock Flange adapter and the flange gasket. B When mating to a wafer valve:where typical valves are rubber lined and partially rubber faced(smooth or not),the Flange Washer Is placed between the valve and the FlreLock Flange adapter, c When mating a rubber faced flange:the Flange Washer Is placed between the FlreLock Flange adapters and the rubber faced flange. D When mating AWWA cast flanges to IPS flanges:the Flange Washer Is placed between two FireLock Flanges.The hinge points must be oriented approximately 90°to each other. If one flange is riot a FlreLock Flange adapter(e.g, flanged valve),then a standard flat flange,gasket must be placed adjacent to that flange and the Flange Washes inserted between the flange gasket and the FlreLock Flange adapter. E When mating to components (valves,strainers,etc.)where the Co.nponent flange face has an Insert: follow the came arrannement as in Annlira+inn 1 F When mating to a Series 705-W Butterfly valve,Style 744 may only be used on one side of the connection. When ordering Flange Washers,always spec/ly product style(Style 744)and size to assure proper Flange Washer Is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile Iron conforming to ASTM A-536,grade 65-45-12. Ductile Iron conforming to ASTM A-395,grade 65-45-15,Is available upon special request. Coating: Black enamel Optional: Hot dipped galvanized Bolts/Nuts: Supplied by Installer Gasket: • Grade"E"EPDM-Type A Vic-Plus Gasket System A (Violet color code). FlreLock products have been Listed by Underwriters Laboratories Inc.and Ap- proved by Factory Mutual Research for wet and dry(oll free air)sprinkler services up to the rated work- Ing pressure using the Grade"E"Type A Vic-Plus Gasket System,requiring no field lubrication for most Installation conditions. A Standerd gasket approved for dry pipe systems to-40°F(-40°C).Based on•lyplcal"pipe surface conditions,supplemental lubricant Is recommended for services Installed beloWB•F(•1 B°C)and fq all dry pipe systems or systems to be subjected to alr tests prior to being filled with water.Supplemental lubrication may also be rqulred on pipe with raised or undercut weld seams or pipe that has volds and/or cracks at the weld seams. This product shall be manufactured by Vlctaullc Company.All products to be Installed In accordance with current Vlclaullc Inslallallonlassembly Instructions. Vlclaullc reserves the right to change product specifications,designs and standard equipment wllhout notice and without Incurring obligations. 2 Style 744 FireLock® Flange Adapter -� STAINLESS STEEL {METHOD Aw! GRUVLOK STAINLESS STEEL FITTINGS - TYPE 304 PRESSURE RATINGS FOR STAINLESS STEEL PIPE&FITTINGS Schedule 10S pipe are based upon the use of roll-groover roll sets that have been specifically designed for use on Schedule 10S stainless steel pipe.Using roll sets that were designed for roll grooving carbon steel pipe may significantly reduce the pressure ratings that can be obtained.Consult Gruvlok for applications Gruvlok ASeries Stainless Steel Fittings are full flow design with ends grooved to Gruvlok specifications.The A Series that involve roll grooving 10"or larger stainless steel pipe or that involves Schedule 55 stainless steel pipe. standard material is formed from Type 304 Stainless Steel. The A Series Fittings are annealed after forming and grooving fL SERIES SS FITTING PRESSURE RATINGS to provide increased corrosion resistance.Gruvlok A Series Sizes 11/4" 11/2"1 2" 21/2" 3" 4" 1 6" 1 8" 10" 717 Stainless Steel 45•and 90•elbows and tees have compact center- Pressure(psi)1500 1500 1500 1500 500 500 1 400 250 100 200 to-end dimensions which make installation quick and easy with the Gruvlok Figure 740OSS Coupling,or other Gruvlok products. ❑ FIG. A7050-SSO4 ❑ FIG. A7051-SSO4 ❑ FIG. AA' 7060-SSO4 ❑ FIG. A,7074-SSO4 90'Stainless Steel Elbow 45'Stainless Steel Elbow Stainless Steel Tees Stainless Steel Caps Type 304 Type 304 Type 304 Type 304 Gs� 09, 00 c1F + FIGURE 1 1 1 IFIGURE A706OSS1 ELBOW90"STAINLESS STEEL :• Nominal Center Approx. Nominal Center Approx. Nominal Center Approx. Nominal Center Approx. Size to End* Wt.Ea. Size to End* Wt.Ea. Size to End* Wt.Ea. Size to End* Wt.Ea. IVDN(mm) m.7mm LbslKg k/DN(mnp h 1MM Lbs✓Kp In./DN(mm) h7.1mm L119✓K9 In.lDN(mm) InAnm Lbs./Kg 1'/4 271. 0.8 1'A 1'A 0.4 VA 2/4 1.1 11/4 1°/4 0.4 32 71.44 0.4 32 44.45 0.2 32 69.85 0,5 32 44.45 a2 11/2 3 1.0 11/2 11/e 0.5 11h 21-/16 1.3 11/2 13/4 0.4 4,0 76,20 0.5 40 47.63 a2 40 74.61 0.6 40 44.45 0.2 2 31/e 1.3 2 21/e 0.7 2 31/16 3.2 2 2 0.4 50 93.66 0.6 50 53,98 0.3 50 80.96 1.5 50 50.80 0.2 21/2 4/6 1.8 21/2 2% 0.9 21/2 311A6 4.4 21/2 21/is 0.9 65 109.54 aB 65 60.33 0.4 65 93.66 2.0 65 55.56 a4 3 51/16 2.9 3 213/16 1.5 3 4 5.8 3 2e/16 1.1 80 128.59 1.3 90 71.44 07 80 101.60 2.6 80 65.09 0.5 4 66/lo 4.6 4 3/16 2.4 4 4 /16 8.6 4 2t/16 1.5 100 160.34 2.1 100 84.14 1.1 IOU 125.41 3.9 100 74.61 0,7 6 9 11.2 6 41/2 6.0 6 61/2 18.5 6 Vie 3.1 150 228.60 5.1 150 114.30 2.7 150 165,10 8 4 150 9049 I'll 8 12 22.7 8 5/e 11.7 8 8716 33.4 8 4 6.6 200 304.80 10.3 200 149.23 5.3 200 204.79 15.1 200 10160 3'0 10 15 35.3 10 VIA17.6 10 91/2 35.3 10 5 9.9 ' U 381.00 16.0 2..50 180.98 50 250 241.3D 1fx0 250 11.7U0 J.5 12 18 56,9 12 8'/e 27.6 12 11 52.7 12 6 15.2 3001 457.20 25.8 1 300 219.08 1 12.5 300 279.40 23.9 300 152.40 6.9 Notes: 1)*Dimensions may differ from those shown above.Contact an Anvil Representative for more information. 2)For A Series 304 SS refer to the pressure ratings chart above. PROJECT INFORMATION APPROVAL Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: GL-6.11 Intentionally Blank Print Page 1 of l Fop wanri«r*~arAWt I Ductile Iron MATERIAL • 1 Ductile iron threaded fittings are Ul&ULC listed& Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 6545.12. Dimensions conform to ASME 016.1 d Threads are NPT per ANSI/ASME B 1,20,1. NOTICE Dvak,m fttrgt Irmo kc6v i w-,%Jo%rmgih rl'.vf rlxlcA sso-1 Np^ 1Mrofaro.ova ug1 ro�.ng um oavto darnacoro p pn Ikaadl r#itch nloymeoteot;opo©wilo-(on fr,)v*uvl¢betiAll"41Iueetvtm b"rd fnndtlgM,but n>morgrknede.V its FM 04e�(19 APPROVED _ Fot LbUrlprApPAWAI pltslk Tarp horq t1•Iwra�! IR�><.Worklag Qka�sb"� A vidUmitat"vkitow Web Ho NaaA.�ISEtr It�rtlur N•tnit�r Vn�as' p Yft.E�rlr rrwww8krifcoroorcorrtarctan Anviftralfti Bata Rrpressruilvo, PSI UN I%twat 414W J9 610 f4, 14 "9*33 9" 1,50 L50 0,62 r--A —J €''01 Alt! ?,�M li:`f' NV"O2 Di3WW W, 1.75 1:75 0.90 - 2 50 A!7S 2.7s 1,0s � Fo>o4doimd IitfAijs and opsf wear s.;ace,Wm w4ruc l doro wjie n GPF Cast&Metite.Won Fit/.inpe. www.anAktar.com �=�tilRl�17l.1� http://anvilintl.com/ProductSearch/PrintProduct.aspx?lid=1962 11/24/2009 Print Page 2 of 3 A-"&a lyff"Mm", Si�F/FMML' Ductile MATERIAL + ■ Ductile iron threaded fiitll'Igs are UL& ULC I fuclol y Mulual Appioyod for 500 psi ser Duatde iron per ASTM A536 Class 65,45.1 Dimensions conform to ASME B 16.14 Threads are NPr per ANSI/ASME 81,20.1 NOTICE 4bdapvonfehn3shavohighertEnulO arcn�thlnon� ppo Thcrofua,over tighlnin3 con cone damago b pipe thrn moy cool a leokog4 [`�o'a.rrn fn ngs would b b3lr;rv,.�thr b4y*nd hxnd ligl4,Wt M n»r-ikon{oUr IVYM 04e 0 _ ■ APPRCVE0 Fw wino/Approval o And Umlyaroal Jhv.Wojilml Dln oslool leper and Llpplatlanvib11vurI N41t+aa131Ke A►mb4► N►mbrr Pr►►►u►' B :loci rrpllrrv,arrr+Tlnt mmorcol A►tvlt lAnvUUF-Salvo Raps .6t lmtt� �Pz�b1 ��x'P+1 k irt4a1 Tf�?�i-,•,1 f �id.�iDals� UCd�,-ti 4fip i 1; 11+' i'!b �� dtrJUU21al UC�IL9fi r�1U 1;? 1,74 4.�3 i. ;7 i d4�U071dF PPd�=:fib tip 1.6U 1,bB l.i0 A . t_q,�i:�F�PrassVro fSafin+�s R,,.adddton/il litangs and oplxovjk,Pe,the,1,Mwed dote k-oan. r http://www.anvilintl.com/ProductSearch/PrintProduct.aspx?lid=1963 6/8/2012 . ELBOW / WLBtar- REDUCING Fire Products Division of Anvil"International SPF/ANVIL Ductile Iron Submittal Sheet dp Nominal Anvil Item Universal Max. Dimensions Appprox. Size Number Number Working Wt.Eocb Pressure A B In.(mm) PSI(kee) to(mm) In.(mm) lbs.091 1 x 1/2 840001036 DB90031 500 1.26 1.36 0.44 ice-B a 25 x 15 3450 32.00 34.54 0.20 1 x'14 840001044 D090032 500 1.37 1.45 0.52 t 25 x 20 3450 34.79 36.83 0.24 1'/4 x1/2 840001051 DB90041 500 1.34 1.53 0.64 32x 15 34550 1 34.03 38.86 0.29 A 1 I/4 X'A 840001069 DB90042 500 1.45 1.62 0.72 32 x 10 3450 36.83 41.14 0.33 1'A x 1 640001077 DB90043 500 1.58 1.67 0.75 32 x 25 3450 40.13 42.41 0.34 11h x 1 840001085 DB90053 500 1.65 1.80 0.92 40 x 25 3450 41.91 45 171 0,97 1'h x 1'/4 840001093 DB90054 500 1.82 1.88 1.08 40x32 3410 46.11 41.5 f1.49 2 x 112 840001101 OB90061 500 1.49 1.88 1.08 50 x 15 31""0 37.84 47.15 0.4v 2 x1/4 840001119 DB90062 500 1.60 1.97 1.24 50 x 20 3430 40.64 5003 0.56 2x 1 840001127 DB90063 500 1.73 2.02 1.40 50 x 25 3450 43.94 D.30 0.64 2 x 1114 840001135 DB90064 500 1.90 2.10 1.52 50 x 32 3450 48,26 5334 0.70 2 x11/2 840001143 DB90065 500 2.02 2.16 1.65 50 x 40 3450 51.30 54.86 0.75 MATERIALc Ductile iron threaded fittings are UL& ULC Listed & Dimensions conform to ASME B16.3 Class 150. Factor Mutual Approved for 500 psi service. ©� Y Pp p Threads are NPT per ANSI/ASME B1.20.1. APPROVED Ductile iron per ASTM A536 Class 65-45-12. For Listing/Approval details contact your NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe.Therefore,over tightening can cause damage to pipe threads which may cause leakage.Ductile AnvilStarTm Representative. iron fittings should be tightened three turns beyond hand tight,but no more than four turns. PROJECT rR r APPROVAL Project: Date: Phone: Architect/Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast&Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule, REV.03.03 06-0012 go to www.anvilstar.com or contact your local AnvilStar representative ��A�V�L. Print Page 1 of 1 Aww--L.cwmr &-A Wil Lod:!III m tin ,uAltA Ductile limn MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL&ULC listed 4 Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65.45.12. Dimensions conform to ASME 81634 Threads are NPT per ANSI ASME B1.26,1. NOTKi [uddouonlehrvayhmoh,Qha+molonraoQrhfiar,+hralyloo p;•� rlxrafuo,ovnrfigWan�rgatnearrodomognaFtpo+Freadswti� m�y•�"usr Irslaage G<:�,u,e,r.>n rn nos;t+>uIJ by r�l{�r+„!rMy�.l,rrn E.of21 t r+d r.qN,L4nnoWow ihanlrw u:.M APPROVEO STRAIGHT TEE Fat Uslh4ffipproml Drtiib Nar:■slsit AT11 III m Itnlraml 1116rr.WoMes A„Pa. and NLl��kmwvmf wftb � #umber NmfArr Pressers' A g r.M6 polYl�rArIYIISYiT�.4llie�epf�y7Fl!■IINe k(ITITO FRAPa) k"i-.W t,trod 01(41 ' �9:+1ti131F9 P'$3$ 5ftr 1;+i 1 54 li Ri �� TV. 90193172 K40 ''IU 1 A 1+5 1,21, f3 I% W003180 LIU$$ '?)G 194 1'44 1415 �- t tt ; . 0119AA7193 1466 SU 771 ---;, r-,I(Ya•jll✓.-,-j111'Srnge hrd aNY'tv-113. d ovi"wfldm EPF GmA&Du€xilo Iron Ffbtgt; wwmenwileter.com (�)Am http://anvilinti.com/ProductSearch/PrintProduct.aspx?lid=1965 11/24/2009 Print Page 1 of 1 AUW UW r n arnmv hWf*crW SioFi11�1VL' Ductile Iron MATERIAL SPECIFICATIONS r Ductile iron Ihreoded fi"Ings are Ul&ULC listed& T Factory rMulual Approved for 500 psi service. C , �. �. ._.. Ductile iron per ASTM A536 Class 65,45.12. Dimensions conform to ASlME B 16.14 i--A—► g Threads are MPT per ANSI/ASME B 1.24,1, NOTICE G:,cm'o,ron fn•np I:wo..Fa, K+ntd:urrngth flan eholol$1941 'IJL,lAC 4 0h ltalingt Frpo,nwred ra,v+er rrahtt�infl wn mute darnagot�pipe ihrsodt wfiieh Too uddnlenat Irit�i s and a rdx,aee the th1fA'ii091 Iro eat nn. rnny,:auto teckap.N-jilerrcn Ninni Orvuld 4n tigh-r-i ihrto turn 0 I b�rrl3nm to,but ni lurm REDUCINGIvor Ual1iftplAppmya1 Wtylro 19 and 1JmMbwvt:11otwW&bSft Qe�- MIL D1M■sriaas wwttgnrih'nlRtomoroonkcl0rn NsmintdS(xr "YtGem Unnrnel 9trarkle ptox. 1urvllrlAmUSiNt"5alrsR:pnirNsll9:, APPROVED knrrbn H:mLer g A � t •Euk fli., u}f0ud ( to�, f1a I¢iREDUCING xs;: 50M Bl;li3 %5 77 1.36 176 F., I lux. Dimossians ANirlhim uniwt►el Approx. I x J�x I 11WAAM DID? ,u6 1.50 Ms so 013 NaWIGI 312e Nu r"W Homier werki:p Vh.1*4 A B C 1 x x 8404212 U1331 510 124 116 136 all 4n(AW P9 tow ik.f db f bx 104vo A,(W 1x1.d T4(-M-—1f5 U337 ,, 1,37 137 --1.45 4714 1X I 11r 2 4€% 4 8 a7 j0h 2 4 7.1n 201 to %1 s IY, UdWITaa U1334 !!4 047 _61 93 ,z1ht% '14d44 f 'S09 ? - lA1 ild M B4r u1i4h Il as 500 I11, '51i le iS", I;)4 x 1 24t012q 01431 Au' ..34 -26 3 0.62 if t ?;x 31r75445 [1. :d Bo b 7.7 107 ,71 1l�xlxh 04tcrr B1432 1.4i 37 $2 ;i IW1 iV,x 5i . �'.+u441 l0,1d SAA .C`1 1.' 188 Alt b111 1%1 94C 1119 U1433 $ fF I.4A 1$a %? 01L`z7 Y, 5A11 i.1 1.1$ 7,111 1.96 I x 1—xi Ar 4Gl1Ul i U'134 J14 1.75 1_ipg 7.x 1 s i taIF, )199 a 71675 0 M 711 7..7i SP'ti? '�': S1S 1k 4.45 fyg ir, 1/It r x d4x�;=1091, Ii 43 .JR' t 0' t 7A r ;rms,)l -im auu iF 21 l 123 "rr, ±'j fa4'' ;S a3'• ipr tlr' �a i'� 191i' fl41N' :R:b 44 34 3 €i 6 2x gx g Xj4..➢ 13 5 .0 A ,4 t^ i BU 1,.� t?t 941x .It :ii. -';:5 x`h 1311 Uld? $ �i. 2 x x 01�: 027 D16V1 b0 I M T..9d l M 1 _.1,5 >� J�i;i J,l.c_ slid 'I'. '7; ai,;l •i) h'ii il.: -('� «� h;e . z V40Cr`.q:11Y 01443 W MU OR0.4 lxitiz 1E04555 VIM $0 { 3 1.65 '7'U7 1,E1 i A_ix,1, 111�e1'�ar U 44 Alf ! 4i .Tx 1 xit wo s Lr 6i•i 50o .r 1M E, 0 IY,t.1As2 8C.V4AS 01446 _10 2.10 F.l f90 1.75 :u1'4x11S 840650 016M S00 2#2 1.94 2116 1.rts1 k- 3:7 I%xlxK R'40110W M31 90r 1,41 134 1.66 0,5 W150 FAM3560M 500 215 2.16 2;25 235 +ftl'S .19611 1",l" �ui:. d.!{ 1Stx 1 a 0/ B4iu A369 U1537 1.a1 1.3t .75 1.4 0z l x1 r Fa4t1904N$ L+16a A 1-0 1, J Yi:F Ui';!i .,A .," ..dl J:�: 67r v1, IC 17)': s.�r % 90 EMm d _6 6 1.1 ::t 1 74 4 4 7 Tou- 1. i- 1.60 1.91 lh3 IH%T x ,G M028 01534 SO 1.02 .�1 1 x x 01r�1u4SS'2 Dua �uU I,: .3 a.0 US iiti Fj[,1 �lii 1C- - rlRd 1Arg1x .% 640A4,74 1 1,80 .94 1.45 a N 1 1f,11 wo 1j 1,m 1.90 210 VA ;'!r_5ti'al '',1' !j •:f 1.`.',iln':�!, __�I ,<. _ tIVM 1%,zlltxli U41'� 14u2 U1S41 ,a+} .di 1:'1 f. 6 05 a z u $41x-'d4$111 71115 Soo 2112 71p7 ild 2„0 i40" ai:1.ti VIA li.Gd• .' S> y, ;cr Gix,rIS 40M44 01547 WO' 1.52, 'li7s2a1N0 176i 0 0'. 6A 7 9 IYisl Cr4Cf(r1 to 651n Soo, 1,6! 1,uu VisI31%Exb VIM SPF Cast&Duetito lrbr!Fittinga 1Nww.envilst er t om f�1!lR7l trt! http://anvilintl.com/ProductSearch/PrintProduct.aspx?lid=1966 11/24/2009 Page 1 of 1 AJWLS" t+i�tRoOuout7l,AAonMIw1 M>wrv�brW r ouctile lror MATERIAL SPECIFICATIONS Ductile iron ihreaded fiilings are Ul &UtC.tlsted 8 Facicey Mulual Approved for 500psi se.raice_ Ducide,iron per ASIM A536 Class 65•45.12 Dimensions ccnForm 10 ASW� 616.1A Threads are ItIPT per A1`,1SVASME 61.20.1. NOTICE Dtrti6 iron IrMinys hovah ghx tonsrlq;irgnath than tF�t of:wt ripo rlromlao,vww tshtoning rnn CCU',&Cbrnntr k•P'Lu thr(Xrls VAV'h mn�mo:oImin3r Dyv-to vex,brir,3:<hculd6.fglAs4x1ttircatvrns ad>and r ght;bo no rcro Ann Iv.t urns APPROVIM BULL HEAD TEE Fix Ii9VriWAwr&n1 DEWhi AnvilRm Wwsrssl x.Wor11 AMON. andlJnifalmsuidfour9Yefsk NtxnMtelSlu Number NurAber Inssure' p 104 k"a jorwaamirmil SwesRep�mbuw b.4anet Y51 dttb) b.Ggia} b dnm? lbs. I x 1 x I yi 11110Q 38 0101 NO i 67 161 158 098 e5—+ice—6 I x 1 k IV, 64M746 013Z 500 10) 1 8# 1 is 116 P9axl x I% 04[riA295 010 0 I up I'm N.x1Nx1K tg0MI U144S q-4 1.80 10B IV 1.45 iy a ru? _0 4714 lysrfy,x, 1 B1R7043As 01446 too 2.10 2w 199 1 FS rev °s�i' ��r�� JrJ J✓r' 'J•�Ifi �.:� fi IKYly�x7 Bii l38 UlsdB 2,1b 2.10 2.02 1'90 IYxIN7 U90"M UTSsb 0 2.16 216 2.02 IS 0. 'A,We;,&FM Ram ob Ratings Frr oabiiion�l rrsPrrga and opRramtr,saa rha tsrch n6od dkAa sastiorb SPFCaa&Ductile Iran Fittings www.anwilstter.com `�lf91*Rrlll�1.11>n http://anvilintl.com/Library/Partlnfo/ASB_SPF-CI-and-DI-Fittings_Page_l 5.gif 11/24/2009 Print Page 2 of 3 F+T Pro"it OW&M or A"LVe WOW s��aNv� Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings are Ul&ULC listed& Factory Mutual Approved for SOO psi service. Ductile iron per ASTM A536 Class 65,45.12. Dimensions conform to ASME B16.1 A Threads are NPT per APNS!/AWE B 1.20.1, NOTICE Cvolo-nn forg:lwo h a w i9nulo orenak rh n fti of anal pipe,lhcrofxo,ova lighttreng con caueo damage to pipe ilroadt Aich beyonrrroy aww+oat�ge Ocrnl;iron fawngt rStould be li'IYEn?d lhreo Nrm d Innd iiglti,Iwi ro More:hon fo;,-iomn 0-C19 COUPLING APPROVED Far UgingMpprwel Auld AaY11hem llnlvend 6lmtrlloes Apppprax. and Umhs0mvkft9w hbShe Nem:11S&R Ilerer Neet�Ler p Wt.Eerti l►wenrlhirNcomortar+tactan Arrvlla/ArrrllStir Sa�eRepraudallva. I 84ri„g�Ji? C�033 1f,J C40 ErG" iri8 18 U*0(3718 Lk1055 8,R.5 n 75 1 I \ 2 R4W8,,l26 M066 2,2 i.15 ` I I >k..ir. C-; y/ Fxgdd'eiena1 lioinar and apFrv4-s:,s"the t;cl,nioal dale wtion. �— http://www.anvilintl.com/ProductSearch/PrintProduct.aspx?lid=1970 6/8/2012 ,&Nv�.Star- Class 300 Union Flre Products Dlvlsion of Anvll'Intemallonal --w/,& VIIL Malleable Iron Unions Submittal Sheet Copper or Copper Alloy to Iron �E EC FM APPROVED For Listing/Approval details contact your AnvilStarTm Representative, FIGURE 459 CLASS 300 UNION 3001h. wsp, 60011b - Size End to End Mail( Weight gale. NPS/DN ln,/mm 165.Ag AsAo 4 VA 18 16 100 124 7.9 it 1/1 l s/16 0.14 0.14 6 33 0.06 0.06 /4 1 13/16 0.47 0.48 8 47 021 022 /e 13/16 0.43 0.44 10 47 02 0.2 1h 2/i6 0.53 0.55 15 52 0,24 0.25 3/4 2/4 0.8 0.82 10 57 036 031 1 29A6 1.3 1.3 25 65 R5F 0.59 1/4 23/4 - - 1.6 1.7 32 70 0.71, 0,78 1/ 3 2.1 2.2 40 76 1 ] 2 3/8 3.5 3.5 G 86 1-6 1.6 2/2 3/a 5 5.5 r nu v 9 3 41/4 1.1 7.1 80 108 3.5 3.5 t UL Listed 'POA MATERIAL SPECIFICATIONS Anvil Class 300 XS/XH fittings conform to American National sizes 114 to 4 NPS (8 to 100 DN), are included in the "List of Standard ASME B 16.3 and are in compliance with the Inspected Fire Protection Equipment and Materials" issued by requirements of the AAR (1994 AAR Manual of Standards Underwriters' Laboratories. and Practices). 1 ALL ELBOWS&TEES 3/e"(10 DN) and LARGER ARE 100%GAS TESTED AT A Anvil extra heavy banded pattern fittings in this catalog, MINIMUM OF 100 PSI.(6.9 bar) NOTE:See the Technical Data section for pressure-temperature ratings. See AnvilStor Web site for the most current Listings and approvals. PROJECT INFORMATION: APPROVAL Project: Date: Phone: Architect/Engineer: Contractor: Address: Notes 1: Notes 2: Anvil Cast &Malleable Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule, A=1�NV'L REV.03.03.06-0051 go to www.anvilstar.com or contact your local AnvilStar representative Print Page 2 of 3 a A-N-%&m FYa SMo4Ko.776++YrlerluM Vast iar Ductile MATERIAL SPECIFICATION! Ductile iron threaded fittings are UL & ULC I Factory Mutual Approved for 500 psi ser Ductile iron per ASTM A536 Class 65.45.1 Dimensions conform to ASME B 16.14 Threads are NPT per ANSI/ASME B1.20.1 NOWS NOo iron fnt-rishavoh horttn6learnngth*On' pfe Therokro,ovor sigh-WOrra can ca.,10 CI eogo a Fipo 11W may 00uso leolcojo.Naito iron Eat n tshould bt-li r"J thr k4y-nd bend tight,Eat no ante than{our Icrm kO APPROVED CAP fw L61l WAppmal D Anillttm Uokrorsol Mor.Worklo Dltntoslan boo, ondLlnYtatlolrorbllovl Nonr.d5a► NeAbtr Nombtr Prtssort, A -Ftslr Irlm.rtlrrir't Sai lop AnvllolAon�Y6tfr"SiN.lop A,too w1ow it(ad Ik M 1 819005615 rl n 500 1.16 032 1 249005623 0004 90 1,20 0,43 1% 813006631 ORO 5T10 1.33 W A t MUM 0006 90 1,0 0,91 •ur,LkC&FM Promro RAngr For oddaanol livings and<,Wovalr,i*0*IkdxiicV data woon. AL http://www.anvilintl.com/ProductSearch/PrintProduct.aspx?lid=1971 6/8/2012 Print Page 2 of 3 r r+O Pm"b WArM NM"Nrmbkual Ductile Iron MATEMAL SPECIFICATIONS Ductile iron threaded fittings ore UL&ULC Listed& Factory Mutual Approved for 500 psi service. Ductile iron per ASTIM A536 Gass 65-45.12. Dimensions conform to ASME B16,1 d Threads arse" NPT per ANSI/ASME B 1.20,1. NOnCS r-j*%t 1"ft1 r,34 hvrn h oh v i4nbla nrAq%than rhao rd trod pipe an:aura danageta p.pe dreads%ioch may?�sued�l.igl94 Cs;tJe,rqn f r+u�s»;uld I,+s a ght+sa rhrre N rro hw�rnd Mrd right,hd n muafiae row men 040S�109- ,APPROVED For UstingfAp"al Willi AM him UMIYsrld Aprex. and Umhattomrhlt our WobShe Nostl:ol%f tlrrrbsr tlmdrsr A g Styli Wtt,todr worm tarihrOWPmoraordarton Anrrlfft"II5ta r'So bo R.pnsentariw. 1 n X C�4C:-'-,111 10,01M 15 0?t 147 no-A i.,2 1, AAS rr119 i1u1132 8.1r,. I175 1471 0rrrdr r1,17 Dx1 04rnv,?,1 MISl43 D. r 070 17d tIode G.20 lt,!1 C9C>!�:a�r36 rJ�I1Nlf� i4?� i131 7.00 0t�ide D.d3 Inside Head 1't 11b N0,60' U CURIA n�3 0.31 7.0 01n4r e1i1 2 x 1 E9r,,:og rr.,,10163 00 Oil 1 9` 'irido C,67 �, -C 2x 1 M �a��e'�> tlz�Ial � id 9 3a aII 4usdr aa3 I- —... B l 2!l;; EWWWd ll36 0.61 A r Outside Head http://www.anvilintl.coin/ProductSearch/PrintProduct.aspx?lid=1972 6/8/2012 Print Page 2 of 3 I Sim siFwv� Cast Iran - Class 125 'Fi MATERIAL SPECIFICATO Cast iron threaded fittings are UL & UU and FM Approved. Cost iron per ASTM A126, Dimensions conform to ANSI 816A CI Threads are NPT per ANSI/ASME B1.' cOw ume ru Fw U;trq:Awww rMO VW¢w'nrb;'')at M" wnlm;l an Ayi i°,�VaA ■ Max.Working Dimensions Approx. Homfna)She Max. A 1NI.Each Ih.dow N t to from) !da hil h 300 0,94 i"f• 2�L5 i3.t�� ' : �� >, 300 1,0.7 0.17 A f�i 20�5 a]-?7 G3 1 300 1,25 0,78 2$ ;0k 11 U5 INN 1 V4 300 1.36 0.44 32 1116 300 1.45 0.62 2 300 1,56 0.91 °10 I 206! I 3 W I i d I ♦-Waking Proswre Ravings ore for ae(asarsco only and Isosod on 5ch.40 pipa.For rlre IoW UL/ULC,and Mpreswrc ratings versus pipe sc6dule,pleosa visit cnAlinfl.corn or eorb_t your bcol Anvil Representa6ro. �1 http://www.anvilintl.com/ProductSearch/PrintProduct.aspk?lid=4249 3/10/2014 Intentionally Blank PIPE RINGS -' Fig. 69 Adjustable Swivel Ring,Tapped Per NFPA Standards Size Range:'/2"through 8' Material:Carbon steel Finish:❑ Galvanized Service:Recommended for suspension of non-insulated stationary pipe line. Maximum Temperature:650•F Approvals:Complies with Federal Specification A-A-1192A(Type 10) WW-H-777-E(Type 70),ANSI/MSS SP-69 and MSS SP-58(Type 10). UL Listed and FM Approved(Sizes'/4"-8") Features: • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment-after piping is in place. • Captured swivel nut in the'/2"through 6"sizes,The capture is permanent in the bottom portion of the band,allowing the hanger to be opened during installation if desired,but not allowing the nut to fall completely out. Ordering:Specify size,figure number and name. Note:The acceptability of galvanized coatings at temperatures above 450•F is at the discretion of the end user, fA Metric nut available upon request.Non-captured nut also available upon request. .-A - � F C F3 L -y 11/4"through 8"pipe '/2"through 1"pipe FIG. 69: LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) Pipe Size Max Load Weight Rod Size A B C F '/2 0.10 21/B 2 1 B/6 3/4 0.10 23/4 1'/6 15/1 6 1 0.10 2B/s 1"/16 1 1'/4 300 0.10 2% 1% 1/81'/2 0.1 0 % 23/4 11/8 2 0.11 3'/4 2% 1'/B 2'/z 0.20 4 2% 16/6 3 525 0.20 P/,6 215/6 13/6 4 650 0.30 411/6 3'%6 1 B�6 5 0.54 55/16 4% 6 1,000 0.65 '/2 6"/6 5a/6 2'/4 8 1.00 8 7 2"/6 Note:Reflects changes in rod diameter from previously published data per recent revisions in MSS-SP-58&69 PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 Ni I.NATI.NAI INf. HAMER RODS ANVIL ((7w) Fig. 146 Continuous Threaded Rod Size Range: 1/4N iilluugil 11/2N Stocked in six,ten,and twelve foot lengths.Other even foot lengths can be furnished to order. Material: Carbon steel;rod threaded complete length. Finish: O Plain or❑ Galvanized. Maximum Temperature: 650'F. Ordering: Specify rod diameter and length,figure number, name and finish. Length �1@IllllWlw�ll���11�1(1t�1�[1l�1 �1��111ii11i1111i�1tUltti�ilRl�4llCliiRl�llUll A Fig.146:Loads(Ibs)-Weights(Ibs)Dimensions(in) Rod Max Load Weight Size A 6500 F per Ft. V, i 240 _____a__ 0.12 -- 3/e r— J 730 _ 0.30 V2 135 ii 0.53 —---5/9 2.160 0.84 --- - /4- 3,230 -._...._1.20 /e---� � 4,480 1.70 -� 1 5,900 2.30 11/4 9,500 3.60 11/2 13,800 5.10 Note: Other rod sizes available upon request. Class 2 fit is available upon request. Pipe Hanger Submittal Sheet Project: Architech/Engineer: . Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: BEAM CLAMPS if(-V�)),&NVIP Fig. 92 Universal C-type Clamp (Standard Throat) Size Range:3/6 and 1/2. Material: Ductile iron,hardened steel cup point set Screw and locknut, Finish: ❑ Plain or❑ Galvanized Service: Recommended for use under roof installations with bar joist type construction, or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange does not exceed 3/4". Approvals: Complies with Federal Specification A-A-1192A(Type 19&23) WW-H-171-E(Type 23)and MSS-SP-69(Type 19&23). UL,FM and ULC Approved. HOW to size: Size of clamp is determined by size of rod to be used. Installation: Follow recommended set screw torque values per MSS-SP-69 (See table on page PH-212) Features: • They may be attached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup-pointed Set Screw tightened against the flange. A Jam Nut is provided for tightening the Set Screw against the Body Casting. • Thru tapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. �H --C—-I Ordering: Specify rod size,figure number,name of clamp and finish. E ! AT LEAST ONE F—'1 G I FULL.THREAD OF ROD MUST 6EEXPDSED \l1 c r 14' I D SDU1' CASTING JAM-NUT "—A SETSCREW 1' Fig.92: Load(Ibs)•Weight(Ibs)•Dimensions(in) Rod Size Set Screw Max Loads■ A Size Weight C D E F G H Top Bottom 3/8 3/8 500 250 0.34 1 5/16 1 9/16 9/16 13/16 3/6 1/2 1/2 1/2 950 760 0.63 13/6 113/16 1/2 11/16 7/16 23/32 ■Maximum temperature of 450°F Pipe Hanger Submittal Sheet Project: Architech/Engineer: Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: Beam Clamps Fig.69R - Retrofit Capable Beam Clamp Retaining Strap (DTOLCO- Size Range: 3/8"-16 &1/2"-13 rod Component of State of C UL us 4" (1o1,6mm)thru 16" (,1ommm)lengths California OSHPD Approved Note: longer lengths are available consult factory Seismic Restraints System USYeu Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. / Features: Beveled locking slot* is precisely formed to align A -0" with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in Section A "A-A" or invcrtcd.Allows cosy installation for now construction or retrofit applications. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly.Therefore the beveled locking slot of the Fig. 69R will provide a secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA(UL) and Canada (cUL). Approved for use with any listed beam clamp, Finish: Pre-Galvanized Order By: Figure number, length, and finish. V-9; Note: Minimum return on strap is 1" (25.amm) _ MM For Use With: Any B-Line or TOLCO beam clamp. * Patent#5,947,424 A-A Slot Width Length Part No. in. (mm) 69R-3/e-L 7/16" (30.1) Specify ~ 69R-1/2-L 9/16" (30.1) Specify All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 17 by E:T•N BEAM CLAMPS O-W !'!!!�!!= Fig. 226 (Formerly Afcon Fig. 142) Truss Bracket Rod Size:'/i' Material:Carbon Steel Finish:❑Plain or❑Electro-Ga Ivan ized per ASTM B633 Service: "7 ft • For installation on the top chord of a steel web joist.Web thickness must be between 3/16"and 3/8"thick.Joist must be between 5"and 7"wide. c @us • For installation with Anvil Fig 202,206,207,&551 brackets LISTED Approvals:cULus Listed for up to 8"service pipe Installation: • Place rod hook and the steel bracket over the top chord • Mount a bracket with a'/2"mounting hole over the rod exposed behind the steel bracket.'/e"Hanger rod,use Fig.551 Revolver Bracket or a Fig.207-3/e"1/2"Hanger Rod,use Fig.202-'/z';Fig.206 and Fig.207 Side Beam Brackets. • Tighten hex nut between 10 and 12 ft-lbs or finger tight plus'/z turn. Features: • Offsets hanger from the joist to allow for clearance between the pipe and joist. • Possible alternative to a trapeze assembly. Patent:No.6,898,905 Ordering:Specify figure number,description and finish. own FIG.226:THREADED ROD OFFSET(IN) Fig.226 F g.551with Bracket Thread Size Bracket Offset Total Offset* Figure Number 551 3/e 3/4 3 207 3/e '/16 33/16 EVA2'/4 207 1/z 1'/e 3% Steel Joist Fig.69 206 1/z 1'/6 3"/e 202 1/z 1 13% 3'/16 "Total offset from center of the rod to the edge of the beam. PROJECT INFORMATION APPROVAL i Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-5.19 Intentionally Blank Seismic System Attachments TOLCOT' Fig. 4LA - "in-Line" Sway Brace Attachment Size Range: 1"(25mm)through 12" (300mm) IPS. 0. L .us FM OPM Material: Steel LISTED APPADVBI Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering(FM), 1"(25mm) 1 through 12" (300mm)pipe. Underwriters Laboratories Listed in the USA and , Canada (cULus). Included in our Seismic Engineering Guidelines approved ' by the State of California Office of Statewide Health Planning and y Development(OSHPD). For additional load, spacing and placement D information relating to OSHPD projects, please refer to our Seismic _ A Engineering Guidelines, OPM-0052-13. See loads in charts on page 37. c Installation Instructions: Fig.4LA can be used as the system attachment ' component of a longitudinal or lateral brace assembly. It is intended to be ` combined with the "bracing member"and our transitional attachment and structural attachment to form a complete bracing assembly. NFPA 13, FM IDS 2-8, and/or OSHPD guidelines should be followed. 4LA-1 thru 4LA-4 To Install: Place the Fig.4LA pipe clamp component over the pipe to be braced and tighten down the break-off nuts until the kv hex head portion breaks off to verify correct installation torque. ' ` Next engage brace member(pipe or strut) with jaw component i and tighten break-off head bolt until the hex head breaks off to . verify correct installation torque. Pivot jaw for correct angle and attach to structure using our brand transitional attachment and structural attachment. u A Finish: Plain or Electro-Galvanized. Order By: Figure number, pipe size and finish. $4% ., 4LA-5 thru 4LA-12 Pipe Approx. Part Size A C D Bolt Size Wt./100 No. in. (mm) in. (mm) in. (mm) in, (mm) Ihs. (kg) 4LA-1 1" 125) 319/32" (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) 13/8" (35.3) 13/8" (35.3) 3/8"-16 123 (55.8) 4 LA-11/2 11/2' (40) 45/32" (105.7) 11/2" (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) 411.A-21/2 21/2" (65) 527/32" (148.7) 25/16" (58.5) 25/16" (58.5) 3/8%16 173 (78.5) 4LA-3 3" (8o) 61/2" (164.9) 25/8" (66.6) 25/6" (66.6) 3/8"-16 187 (84.8) 4LA-31/2 31/2" (90) 713/32" (188.1) 27/8" (73.1) 27/e11 (73.1) 3/6"-16 198 (69.8) 4LA-4 4" (100) 717/32" (191,3) 31/B' (79.5) 31/8" (79.5) 3/B'-16 209 (94.8) 4LA-6 6" (150) 105/8" (269.9) 49/16" (115.9) 49/16" (115.9) 1/2%13 521 (236.3) 4LA-8 8" (200) 1213/16" (325.5) 59/16" (143.7) 521/32" (143.7) 1/2"-13 629 (285.3) 4LA-10 10" (250) 161/2' (419.1) 71/4" (184.2) 71/4" (184.2) 1/2%13 1320 (598.7) 4LA-12 12" (300) 181/2" (469.9) 81/4" (209.6) 81/4" (209.6) 1/2"-13 1496 (678.6) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are (� combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 36 B-Line series Seismic Bracing Products Seismic System Attachments TOLCOT" Fig.4LA- "in-Line" Sway Brace Attachment cont. Brace u \ Brace Fig.980 Fig.980 Fig.4LA ° v t ; Fig.4LA 0 '• i t Longitudinal Brace Lateral Brace Longitudinal Loads Max.Horizontal Design Load(FM) Max.Horizontal Part Pipe Size 30°-44° 45'-59' 60°-74' 75°-90° Design Load(UL) No. in. (mm) lbs. (M) lbs. 0) Ibs. (M) lbs. (M) lbs. (M) 4LA-1 1" (25) 680 (3,02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4,45) 4LA-11/4 11/4" (32) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5,87) I 1000 (4.45) 4LA-11/2 11/2" (40) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) I 1000 (4.45) 4LA-2 2" (5o) 680 (3.02) 860 (3.82) 1030 (4.58) 1150 (5,11) 1000 (4.45) 4LA-21/2 21/2" (65) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4,45) 4LA-3 3" (8o) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 15.87) 1000 (4.45) 4LA-31/2 31/2" (90) 680 (3,12) 970 (4,311 1190 (5.291 13211 i5,87) 1000 (4.45) 4LA-4 4" (100) + 680 (3.02) 970 (4.31) 1190 (5,29) 1320 (5,87) 1000 (4.45) 4LA-6 6" (150) fl 1620 (7,20) 2,260 (10.051 2010 (8.94) 2220 (9,87) 1600 (7.11► 4LA-8 8" (200) 1620 (7.201 1,660 17.38) 1570 (6.98) 1740 (7.74) 2015 (8.96► 4LA-10 10" (250) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) NA (NA) 4LA-i2 i"[" j3u01 i62"u j7.201 i,66"u (7.38j i570 16.98) i74"u (7.74) ivr+ (ivii) Lateral Loads Max.Horizontal Design Load(FM) Max,Horizontal Part Pipe Size 30°44' 45°-59° 60'-74' 750-90° Design Load(UL) No. in. (mm) lbs. NN) lbs. 0) lbs. (M) lbs. (M) lbs. (M) 4LA-1 1" (25) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-11/4 11/4" (32) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-11/2 11/2" (40) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-2 2" (50) 680 (3.02) 970 (4,31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-21/2 21/2" (65) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-3 3" (go) 680 (3.02) 970 (4,31) 1190 (5.29) 1320 (5,87) 1000 (4.45) 4LA-31/2 31/2" (90) 680 (3.02) 970 (4,31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-4 4" (100) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5,87) 1000 (4.45) 4LA-6 6" (150) 1620 (7.20) 2,300 (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 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) NA (NA) 4LA-12 12" (300) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) NA (NA) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton,except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Seismic Bracing Products 37 Eaton Seismic Bracing Fig.825- Bar Joist Sway Brace Attachment To Steel (D`roLco I Size Range: One size accommodates all C&us Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 Ibs(8.96kN). LISTED Material: Steel �y Function: To attach sway bracing and hanger assemblies 1.,r to steel members. Features: This product's design incorporates a concentric , attachment point which is critical to the performance of (9.51 structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head €�, set bolt design assures verification of proper installation torque (min. 31 ft.-Ibs.), a Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada (cUL). For FM Approval information refer to page 57. Set Bolts&Hardware Installation Instructions: Fig. 625 is the structural attachment component Included of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe"and a TOLCO"braced pipe" attachment,to form a complete bracing assembly. NFPA 13 guidelines should be followed. Maximum Design Load 2015 Ihs.JURN► To Install: Place the Fig.825 on the steel beam,tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, UL Listed as Hanger Attachment for 910, 909, or any other TOLCO approved transitional fitting.Transitional fitting 6"(159mm)Pipe at Maximum Spacing attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and HDG Approx.VVt./100: 247.5 Lbs. (112.2kg) th Order By: Figure number and finish shown 10 l Fig.910 J US Patent#6,098,942, Canada Patent#2,286,659 e Fig. Fig.1000 825 May pivot in any 1" I—"— — — �. --.---- direction (2b.4mm) �tn golf&Nut Furnished Side View Top View Fig.825 Shown with o Fig.910 Fig.980 Max. �• Bar joist shown attached 6"(15z.4mm) I-Beam O Fig.825 to various roof material Fig.1000 Shown with Brace �, Fig.910 May pivot in any direction Front View 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,Fff-N 56 Fire Protection Solutions Seismic Bracing Fig. 980- Universal Swivel Sway Brace Attachment-3/8"to 3/4" (DTOLco 6izo Range: Ono sizo fits bracing pipo 1" (26mm)thru 2" (6omm), B-Line UL as 12 gauge (2.6mm)channel, and all structural steel up to 1/4"(31,7mm)thick. LISTED Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment NA � opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on b concentric loading. Mounts to any surface angle. Break off bolt head assures <veritication of proper installation.Installation: Fig.980 is the structural or transitional attachment component > of a longitudinal or lateral sway brace assembly. It is intended to be combined wlth the"bracing pipe"and TOLCO "braced pipe"allauhmviil, Fig, 1000, 1001, 2002,4L,4A or approved attachment to pipe to form a complete bracing set eon Included assembly. NFPA 13 guidelines should be followed. Mounting Hardware To Install: Place the Fig. 980 onto the"bracing pipe".Tighten the set bolt until Is Not Included the head breaks off.Attachment can pivot for adjustment to proper brace angle. Approvals:—Underwriters Laboratories Listed in the USA(UL) and Canada (WL). For FM Approval information refer to page 67. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002,4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for alternative finishes. Order By: Figure number and finish. Pat.#6,273,372,Pat.#6,517,030,Pat.#6,953,174, "'- Fig.980 Pat.#6,708,930,Pat.#7,191,987,Pat.;R7,441,7"s0, Pat.#7,669,806 Fig.4L j Lateral Brace ` Longitudinal _ Brace Part Mtg.Hdw. Mounting Hole Max.Design Approx. Number Size A B D Load(cULus) Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in, (mm) Ibs, (kg) 980-3/8 3/6" (9.5) 51/4" (133.3) 17/8" (47.6) 13/32" (10.3) 2015 (8.96) 149 (67.6) 980-1/2* 1/2" (12.7) 51/4" (133.3) 17/8" (47.6) 17/32" (13.5) 2015 (8,96) 148 (67.1) 980-5/8 5/8" (15.9) 51/4" (133.3) 17/8" (47.6) 11/16" (17.5) 2015 (8.96) 147 (66.7) 980-3/4 3/4" (19.0) 51/4" (133.3) 17/8" (47.6) 13/16" (20.5) 2015 (8.96) 146 (66.2) " Standard size. 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 66 Fire Protection Solutions by F:T•N Seismic Bracing Fig. 1001 - Sway Brace Attachment ®TOLCD t Size Range: Pipe size to be braced: 1" (25mm)thru 8"(200mm) IPS. C @U$ Pipe size used for bracing: 1"(25mm)and 11/4"(32mm) Schedule 40 IPS. LISTED Material: Steel 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. r` 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 performance,the UL Listing requires that Fig. 1001 must be used only with s u 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) I - 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 (62.81 1001-21/2 X 11/4 160.4 172.7) 1600/1600 2015/2765 2015/2765 3" (8a) 1001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600/1600 2015/2765 2015/2765 4" (lo0) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (827) 1600/1600 2015/2765 2015/2765 6" (15o) 1001-6 X 1 190.0 (86.2) 1901-6 X 11/4 211.4 (95.9) 1600/1600 2015/2765 2015/2765 8" (2001 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600/1600 2015/2765 2015/2765 U All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Revised51912014 �� Fire Protection Solutions by E_?&N Seismic Bracing Fig.2002- Sway Brace Attachment (DTOLCQ- Size Range: Pipe size to be braced: 21/2" (65mm)thru 8" (200mm)all c@OS steel schedules. LISTED Consult factory when bracing other than steel.The Fig.2002 accepts brace pipes sizes 11/2" (40mm)and 2"(50mm)steel schedule 10 through schedule 40, Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig.2002 is used in conjunction with a TOLCO Fig. 980 sway brace attachment and joined together with bracing pipe. Install per NFPA 13. Features: Easy verification of proper installation by tightening bolts until !' ears touch. 0 Installation: Place Fig. 2002 over pipe to be braced. Slide e, Hardware bracing pipe through attachment and tighten hex nuts until ears Included touch. Approvals: Underwriters Laboratories Listed in the USA(UL)and Canada(WL). Finish: Plain or Electro-Ga Ivan ized. Contact B-I ine for alternative finishPS and materials. Order By: Figure number, pipe size to be braced, pipe size used for bracing (11/2" (40mm)or 2"(5omm)) and finish. Important Note: Fig. 2002 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance,the UL Listing Shown with requires that the Fig. 2002 must be used only with other Fig.980 TOLCO bracing products. �o 1"(25.4mm) Min. Pipe Part Number&Approx.Wt./100 Design t Size 11/2"(32mm)Brace Pipe 2"(5omm)Brace Pipe Load " in, (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) "` 21/ 2002-21/2 X 11/2 224.9 (102.0) 2002-21/2 X 2 283.3 (128.6) 2015 (8.96) r 3" (80) 2002-3 X 11/2 241.0 (109.3) 2002-3 X 2 299.4 (135.8) 2015 (8.96) 4" (100) 2002-4 X 11/2 268.4 (121.7) 2002-4 X 2 326.8 (148.2) 2015 (8.96) Aw 6" (150) 2002-6 X 11/2 326.6 (14B.1) 2002-6 X 2 385.0 (174.6) 2015 (8.96► 8" (200) 2002-8 X 11/2 381.3 (172.9) 2002-8 X 2 439.7 (199.4) 2015 (8,96) ** See load ratings in UL Listed Design Load chart. O O 646a ....O ............................ Q .. B—LineAll dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. by E:T-N 72 Fire Protection Solutions KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.1 KWIK Bolt TZ product description 3.3.5.1 Product description The KWIK Bolt TZ(KB-TZ)Is a torque Product features 3 3 5.2 Material specifications controlled expansion anchor which Is • Product and length identification 3.3.5.3 Technical data especially suited to seismic and cracked marks facilitate quality control after 3.3.5.4 Installation Instructions concrete applications.This anchor line installation. 3.3.5.5 ordering Information is available in carbon steel,type 304 and • Through fixture installation and - -- type 316 stainless steel versions.The variable thread lengths improve productivity and accommodate Impact section anchor diameters range from 3/8-,1/2-, various base plate thicknesses, dog point 5/8-and 3/4-inch in a variety of lengths. . Type 316 stainless steel wedges I Applicable base materials include provide superior performance in normal-weight concrete,structural cracked concrete. lightweight concrete,and lightweight . Ridges on expansion wedges Nut— concrete over metal deck. provide increased reliability. Washer — Guide specifications • Mechanical expansion allows immediate load application. Torque controlled expansion anchors • Raised impact section(dog point) Red shall be KWIK Bolt TZ(KB-TZ)supplied prevents thread damage during mark by Hiltl meeting the description In installation. Federal Specification A-A 1923A,type 4. • Bolt meets ductility requirements Ahread The anchor bears a length identification of ACI 318 Section Di. mark embossed into the Impact section • ACI 349-01 Nuclear Design Guide (dog point)of the anchor surrounded by is available.Call HIM Technical four embossed notches identifying the Support. Anchor anchor as a Hilti KWIK Bolt TZ.Anchors — body are manufactured to meet one of the following conditions: • The carbon steel anchor body, nut,and washer have an Stainless electroplated zinc coating steel conforming to ASTM B633 to a expansion— minimum thickness of 5 pm.The sleeve stainless steel expansion sleeve (wedges) conforms to type 316. • Stainless steel anchor body,nut Expansion and washer conform to type 304. cone Stainless steel expansion sleeve conforms to type 316. Listings/Approvals • Stainless steel anchor body,nut, ICC-ES(International Code Council) washer,and expansion sleeve ESR-1917 conform to type 316 stainless steel. City of Los Angeles Research Report No.25701 FM(Factory Mutual) Pipe Hanger Components for Automatic Sprinkler_ Systems for 3/8 through 3/4 LIL LLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 � c us APMfD UfTEU Independent code evaluation IBC® IRC°2012 IBC"/I RC-2009 IBC- IRC°2006 HIM,Inc.(US)1.800-878-8000 1 www.us.hilli.com I en esperlol 1-800-879-5000 1 HIM(Canada)Corp.1-800-363-4458 1 www,hiltl.ca I Anchor Fastening Technical Guide 2014 211 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.2 Material specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.' Anchor diameter Shear Tension in.) (lb) (lb) 3 8 NA 6,744 1 7,419 11,240 5 8 11,466 17.535 3/4 1 17.535 25,853 Carbon steel anrhnr components plated in accordance with ASTM B633 to a minimum thickness of_5jjr11_ _ Nuts conform to the requirements of ASTM A563,Grade A,Hex. _- — Washers meet the requirements of ASTM F844. -- Expansion sleeves(wedges)are manufactured from type 316 stainless steel _ Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchordiameter Shear Tension (In,) Pb) (lb) 3/8 5,058 6.519 im 8,543 12,364 5/8 13.938 19,109 3/4 22,481 24,729 All nuts and washers are made from type 304 or type 316 stainless steel respectively. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI B18.22.1,Type A,plain. Expansion sleeve(wedges)are made from type 316 stainless steel. -_- 1 Bolt fracture loads are determined by testing Ina universal tensile machine for quality control at the manufacturing facility. These loads are not intended for deslgn purposes. See tables 4 and 16 for the steel deslgn strengths of carbon steel and stainless steel,respectively. 3.3.5.3 Technical data The technical data contained in this section are Hilti Simplified Design Tables.The load values were developed using the Strength Design parameters and variables of ESR-1917 and the equations within ACI 318-11 Appendix D.For a detailed explanation of the HIM Simplified Design Tables,refer to section 3.1.7.Data tables from ESR-1917 are not contained In this section,but can be found at www.ice-es.org or at www,us.hilti.com. 212 HIM,Inc,(US)1.000-879.8000 1 www.us.hiiti.com I en espanol 1-800-879-5000 1 HIM(Canada)Corp.1-800-363.4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 1 -KWIK Bolt TZ specifications Setting Nominal anchor diameter da Information Symbol Units 3/8 1/2 5/8 3/4 Nominal bit diameter d , In. 3/8 1/2 5/8 3/4 Minimum nominal h In, 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-9/16 embedment — (mm) (59) (60) (91) (91) (113) (110) (142) Effective minimum In. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment h°' (mm) (51) (51) (83) (79) (102) (95) (121) Min.hole depth h. In. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (146) In. 1/8 1/8 1/8 1/e Min,thickness of fixture' ice, (mm) (3) (3) n/a (3) n/a (3) n/a In. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 Max.thickness of fixture t. (mm) (57) (101) (70) (143) (121) (117) (92) ft-lb 25 40 60 110 Installation torque Tmet (Nm) (34) (54) (81) (149) in. 7/16 9/16 11/16 13/16 Fixture hole diameter dh (mm) (11.1) (14.3) (17.5) (20.6) in. 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8-1/2 10 5-1/2 8 10 Available anchor lengths 1mch (mm) (76) (95) (127) (95) (114) (140) (178) (121)1(152) (216) (254) (140) (203) (254) Threaded length in. 7/8 1-5/8 2-7/8 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 6.1/4 6-3/4 1-1/2 4 6 Including dog point 'U—d (mm) (22) (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152) In. 2-1/8 2-1/8 3-1/4 4 Unthreaded length fairy (mm) (54) (54) (83) (102) 1 Minimum thickness of fixture is a concern only when the anchor is Installed at the minimum nominal embedment. When KWIK Holt TZ anchors are Installed at this embedment,the anchor threading ends near the surface of the concrete. If the fixture Is sufficiently thin,It could be possible to run the nut to the bottom of the threading during appllcation of the installation torque. If fixtures are thin,It Is recommended that embedment be Increased accordingly. Figure 1 -KWIK Bolt TZ specifications ethread dh t eanch h of eunthr do hnom ho HIItI,Inc.(US)1.800-979-8000 I www.us.hiltl.eom I en esparhol 1.900-e79.5000 I Hid(Canada)Corp,1-800.363-4458 1 www.hllti.ce I Anchor Fastening Technical Guide 2014 213 '�. :. ,: �« :, .Y S o. " �•� FIRE SPRINKLER ® PERMIT APPLICATION 1NG 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: Ix New Fire Sprinkler ❑ Fire Sprinkler Add/Alt ❑ Underground Fire Line Project Address: i. 10a —I yo r" !�T NE Parcel ID#: 31�ZZ00) 1@ I GGa a Project Valuation: Z ,U66 Number of Heads: 9 Z:s -- Building Area(Scl Ft): �F, 290 Owner:( *T-A4 010EW gTzo^1 SA LLL Phone Number: Q Address: 712-1 F `Wrrl 6y, City: NT State: w Zip Code: 7� � Contact Person: f�-- Tl'� CQ r ��CmOA.�TF Phone Number: 753 -MV-396o 9 Cell Phone: ZS3� 6 S� `>O�O Email: P.rETrzOD P4T9Zd I F=nE, Ld m Address: �707 - -7oTO Ayi- E City: Tog-Tog Kl4 State: w Zip Code: &?y Contractor: T ilDQ770 T ,ZgE PKOTV-i Zoe 1�UL Phone Number: Address: 2707 -70-7-', / yc C City: IOL AA19 State: L�)il Zip Code: qh/Zy Contractor's License rse Number: �7R-TFP 09gGF Expiration: n Contact Person:r Z;�T✓Zd 0&nOA.>7TE Email:_PrE712o D 6 P/t71'zZ�OT I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described roperty will be in accordance with the laws, rules and regulation of the State of Washington. /o—/►—ZOz o Applicants Signature Date f! 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FOR INSPECTION CALL: 360-403-3417 4 INSPECTOR DATE O PLANNING Cl CIVIL O BUILDING CITY OF ARLINGTON �ti<�• nr NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: 3�� AM PM DATE: P" U v v JOB ADDRESS: 3 r`} All w6 LOT#: PROJECT: C6sA- bp e.rLJ,L'� 1 TYPE OF INSPECTION: .5`2r .�M e r k y d ro A Co U' i OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK 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 �Or AV(t (' hydrda roue/ —10Gsse, THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 IKLt m"eel" l� INSPECTOR DATE Cl PLANNING O CIVIL Cl BUILDING CITY OF ARLINGTON v NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY R(APPROVED PERMIT#: 5`I�I ` AM PM DATE: JOB ADDRESS• 1 6!. 10 [03r,-A LOT#: PROJECT: L, - TYPE OF INSPECTION: S M L COv t OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 �)- I INSPECTOR DATE Cl PLANNING O CIVIL O BUILDING CITY OF ARLINGTON n� NOTICE TO PERMITEE AND/OR OWNER ❑ "PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: ❑ AM JOB ADDRESS: r LOT#: - PROJECT: 'Ii1 TYPE OF INSPECTION: OTHER ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT7 � ❑ 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 DATE l PLANNING M CIVIL o Bu tn�G CITY OF ARLINGTON 4 CITY OF ARLINGTON % 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT Permit#:3491 6108 188TH STREET NE Permit Expiration Date:04/13/2021 Parcel#:31052200101000 Valuation:229000.00 OWNER APPLICANT CONTRACTOR CASTING OPERATIONS LLC Patriot Fire Protection,Inc PATRIOT FIRE PROTECTION 21218 76TH AVE S 2707 70th Ave E. 2707 70th Ave E. KENT,WA 98032 Tacoma,WA 98424 Tacoma,WA 98424 2539262290 253-926-2290 LIC:PATRIFP099CF EXP: 10/05/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. lei " PIETRO DEMONTE 11/03/2020 Signature Print Name Date Released By bate CONDITIONS 1.Permit and set of approved plans to remain on site during installation. 2.Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers,earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations, Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted.3. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building.4.Cover inspection required.5.Hydrostatic test required:200 psi for 2 hours minimum.6.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit.7.Owner shall be provided with a set of approved plans and associated documents for their files. 8.Adhere to approved plans.9.Approved plans shall be onsite for construction and inspections. 10. Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/02/2020 Fire Sprinkler Permit $975.00 11/02/2020 Processing/Technology Fee $25.00 11/02/2020 Fire System Plan Review $1.678.71 Total Due: $2,678.71 Total Payment: $0.00 Balance Due: $2,678.71 CALL FORINSPLCTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ATRIOT Fire Sprinklers Save Lives! Taco 7a. Avenue East P Tacoma.WA 98424 PFV1E PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 Serra Construct'ion Cast 'ing O 6108188t" Street N.E. Arlington, WA 98223 SWAY BRACE CALCULATIONS Patriot Project No. 11-2260 Contractor SIERRA CONSTRUCTION 14800 N.E. WOODINVILLE WAY WOODINVILLE, WA 98072 VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF Intentionally Blank TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_ 6108 188TH ST. NE Pow-nw BastimsWrAoWr. Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 See Fastener Information 45° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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"(11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE O Orientation to Connecting Surface NFPAType B Fastener Type KB-TZ d� Diameter 1/2" � y Length 3 1/4" TOLCO FIG. 1001 FAST CLAMP Maximum Load 2620 Ibs(1188 kg) Brace Identification on Plans SB-1 6"RISER TO WALL Prying Factor Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) I Sch. 10 140 ft(12.2 m) 140 ft(12.2 m) 123.03 Ib/ft(34.27 kg/m) 1921 Ibs(418 kg) Subtotal Weight 921 Ibs(418 kg) Wp(incl. 15%) 1059 Ibs(480 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 561 Ibs(255 kg) 8" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE FmT*N Vawvnng BrsvrosrWcrldwrdc Brace Identification SB-1 6" RISER TO WALL Brace Type(Per NFPA#13) NFPA Type B a"" Braced Pipe (ft) 6" Sch.10 Steel Pipe i y� X Spacing of Brace 40' 0" (12.19 m) ' Z> ! to Orientation of Brace Lateral !Qaw Bracing Material 1" Sch.40 !ZOO c Maximum Brace Length 7'0" (2.13 m) 0,w J Slenderness Ratio used for Load Calculation 200 Q<� c a` � ! Cn ;LLF E Y >=' o True Angle of Brace for Calculation 45' 1 z0 0 LL LL Type of Fastener KB-TZ I �� 4 c w A Length of Fastener 3 1/4" LL a a a� a�� �wwwmwwwrwoww� Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 40 ft(12.2 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 562 Ibs (255 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 2620 Ibs (1188 kg) Fig. 1001 Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member 5000 LB CONCRETE TILT-UP WALL Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_ 6108 188TH ST. NE Pow-nw BastimsWrAoWr. Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 See Fastener Information 45° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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"(11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE O Orientation to Connecting Surface NFPAType B Fastener Type KB-TZ d� Diameter 1/2" � y Length 3 1/4" TOLCO FIG. 1001 FAST CLAMP Maximum Load 2620 Ibs(1188 kg) Brace Identification on Plans SB-2 8"RISER TO WALL Prying Factor Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) I Sch. 10 140 ft(12.2 m) 140 ft(12.2 m) 140.08 Ib/ft(59.65 kg/m) 11603 Ibs(727 kg) Subtotal Weight 1603 Ibs(727 kg) Wp(incl. 15%) 1843 Ibs(836 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 977 Ibs(443 kg) 8" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) 1TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE FmT*N Powvmq BrsvrosrWcrldwrdc Brace Identification SB-2 8" RISER TO WALL wrrorrrrr-rrrrr Brace Type(Per NFPA#13) NFPA Type B ` N 10/11/202C'Y Braced Pipe (ft) 8" Sch.10 Steel Pipe W Spacing of Brace 40' 0" (12.19 m) zy Orientation of Brace Lateral �afY c , I Bracing Material 1" Sch.40 ;ZOO � I m Maximum Brace Length 7'0" (2.13 m) 00NZWZ d y<� a v Slenderness Ratio used for Load Calculation 200 e<90 c d � True Angle of Brace for Calculation 45' i3W0 c LL CL LL mi I� U W C .�. CL Type of Fastener KB-TZ , d M a LL 'avnaa� a� Length of Fastener 3 1/4" v,- �w-w-wrw-w-wrrrww Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 40 ft(12.2 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 977 Ibs (443 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 2620 Ibs (1188 kg) Fig. 1001 Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member 5000 LB CONCRETE TILT-UP WALL Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 s 6108 188TH ST. NE 'bw;nly eweneas 1,wWw"fe Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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 0.54"(14 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 825 - - -- - Max Horizontal Load 2173 Ibs (986 kg) BAR JOIST SWAY BRACE ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Oil Orientation to Connecting Surface NFPAType F STEEL PIPE Fastener Type Fig.825 Across Beam r Diameter N/A Length g N/A Maximum Load 1744 Ibs 791 k TOLCO FIG. 1001 ( g) FAST CLAMP Brace Identification on Plans SB-44"G. LAT ACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 11.78 lb/ft(17.53 kg/m) 118 Ibs(54 kg) 3"(80 mm) Sch.7 161 ft(49.1 m) 161 ft(49.1 m) 7.18 lb/ft(10.68 kg/m) 1156 Ibs(524 kg) 1"(25 mm) Sch.40 135 ft(41.1 m) 135 ft(41.1 m) 2.05 lb/ft(3.05 kg/m) 277 Ibs(126 kg) Subtotal Weight 1551 Ibs(704 kg) Wp(incl. 15%) 1784 Ibs(809 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 946 Ibs(429 kg) 4" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE F A*N eowsrrng vosrnvss wotIMWe Brace Identification SB-4 4" G. LAT ACROSS wwmsowoo�wmm Brace Type Per NFPA#13 NFPA Type F a�ga d N Braced Pipe (ft) 4" Sch.10 Steel Pipe ! }UJ w ? ! Spacing of Brace 10' 0" (3.05 m) WF�y Orientation of Brace Lateral lN01 Cn c i Bracing Material 1.25" Sch.40 !OOE LLa d o = ou) Maximum Brace Length 9'0" (2.74 m) =Uio :' J c LL uraF c C) Slenderness Ratio used for Load Calculation 200 i3LLF Y d ; ~0 izCL True Angle of Brace for Calculation 60' Wa o 4 0 uW 2 � _` F , Type of Fastener Fig.825 Across Beam LL a a a o, Length of Fastener N/A w� w-w-w-wwnwwrwwrrr+www Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 10 ft(3 m) 3"Sch.7 Steel Pipe(76.2 mm) 161 ft(49.1 m) 1"Sch.40 Steel Pipe(25.4 mm) 135 ft(41.1 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 945 Ibs (429 kg) Material Capacity 2173 Ibs (986 kg) Fastener Capacity 1744 Ibs (791 kg) Fig. 1001 Clamp 2395 Ibs (1086 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 s 6108 188TH ST. NE 'bw;nly eweneas 1,wWw"fe Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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 0.54"(14 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 825 - - -- - Max Horizontal Load 2173 Ibs (986 kg) BAR JOIST SWAY BRACE ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Oil Orientation to Connecting Surface NFPAType F STEEL PIPE Fastener Type Fig.825 Across Beam r Diameter N/A Length g N/A Maximum Load 1744 Ibs 791 k TOLCO FIG. 1001 ( 9) FAST CLAMP Brace Identification on Plans SB-6 6"G. LAT ACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 23.03 Ib/ft(34.27 kg/m) 230 Ibs(104 kg) 3"(80 mm) Sch.7 180 ft(54.9 m) 180 ft(54.9 m) 7.18 lb/ft(10.68 kg/m) 1292 Ibs(586 kg) 1"(25 mm) Sch.40 108 ft(32.9 m) 108 ft(32.9 m) 2.05 lb/ft(3.05 kg/m) 221 Ibs(100 kg) Subtotal Weight 1743 Ibs(791 kg) Wp(incl. 15%) 2004 Ibs(909 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1063 Ibs(482 kg) 8" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE 1F A*N eowsrrng vosrnvss WIMWe Brace Identification SB-6 6" G. LAT ACROSS �o�ru�rwrrsr,r Brace Type(Per NFPA#13) NFPA Type F eieO 00 rn 1U'' Braced Pipe (ft) 6" Sch.10 Steel Pipe i/2%20 ; W Spacing of Brace 10' 0" (3.05 m) Zy Orientation of Brace Lateral ;Q 0W Y rj C t Bracing Material 1.25" Sch.40 �z03 M =Daa a o I Maximum Brace Length 9'0" (2.74 m) ZW 6zo .d.mo ; Slenderness Ratio used for Load Calculation 200 aLLw c True Angle of Brace for Calculation 60° ,3wo LL ` d. Type of Fastener Fig.825 Across Beam UW o 4 o F Length of Fastener N/A pp LL a in a a o aa iwrrrrrwwrwrrr'rrrwrwwr! Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 10 ft(3 m) 3"Sch.7 Steel Pipe(76.2 mm) 180 ft(54.9 m) 1"Sch.40 Steel Pipe(25.4 mm) 108 ft(32.9 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1063 Ibs (482 kg) Material Capacity 2173 Ibs (986 kg) Fastener Capacity 1744 Ibs (791 kg) Fig. 1001 Clamp 2395 Ibs (1086 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL OPEN WEB TRUSS Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_ 6108 188TH ST. NE Pow-nw BastimsWulod v lr. Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9'0" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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 0.54"(14 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 825 - -- - Max Horizontal Load 2173 Ibs (986 kg) BAR JOIST SWAY BRACE ATTACHMENT n TOLCO FIG. 980 !1 Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT oil Orientation to Connecting Surface NFPAType F STEEL PIPE Fastener Type Fig.825 Across Beam Diameter N/A 0 Length N/A Maximum Load 1744 Ibs 791 k TOLCO FIG. 1001 ( 9) FAST CLAMP Brace Identification on Plans SB-10 8"G.LATACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 40.08 Ib/ft(59.65 kg/m) 401 Ibs(182 kg) 3"(80 mm) Sch.7 180 ft(54.9 m) 180 ft(54.9 m) 7.18 lb/ft(10.68 kg/m) 1292 Ibs(586 kg) 1"(25 mm) Sch.40 108 ft(32.9 m) 108 ft(32.9 m) 2.05 lb/ft(3.05 kg/m) 221 Ibs(100 kg) Subtotal Weight 1914 Ibs(868 kg) Wp(incl. 15%) 2201 Ibs(998 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1167 Ibs(529 kg) 8" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) 1TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE F.T*N k"ro g Bo.arwssWcrlduarla Brace Identification SB-10 8" G. LAT ACROSS r rwwwrrwrrrrww Brace Type(Per NFPA#13) NFPA Type F •i„o „ o 1C/'1/L ,20 Braced Pipe (ft) 8" Sch.10 Steel Pipe W x Spacing of Brace 10' 0" (3.05 m) iy Orientation of Brace Lateral eaaw iyfY C t Bracing Material 1.25" Sch.40 ;z°um `' c 1 m Maximum Brace Length 9'0" (2.74 m) 00u) r; zwz -i a) 1=<2 o u Slenderness Ratio used for Load Calculation 200 =aLLw c a 0 d02 t True Angle of Brace for Calculation 60° i30 o uW �l Type of Fastener Fig.825 Across Beam ■ U. d C „ Length of Fastener N/A ■■ iwwwwwwrrwwwwwwww� Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 10 ft(3 m) 3"Sch.7 Steel Pipe(76.2 mm) 180 ft(54.9 m) 1"Sch.40 Steel Pipe(25.4 mm) 108 ft(32.9 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1167 Ibs (529 kg) Material Capacity 2173 Ibs (986 kg) Fastener Capacity 1744 Ibs (791 kg) Fig. 1001 Clamp 2395 Ibs (1086 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL OPEN WEB TRUSS Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_ 6108 188TH ST. NE Pow-nw BastimsWulod v lr. Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM 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. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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"(11 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 825 - -- - Max Horizontal Load 1604 Ibs (728 kg) BAR JOIST SWAY BRACE ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT oil Orientation to Connecting Surface NFPAType I STEEL PIPE Fastener Type Fig.825 Along Beam Diameter N/A �' 0 Length N/A Maximum Load 1744 Ibs 791 k TOLCO FIG. 1001 ( g) FAST CLAMP Brace Identification on Plans SB-11 8"LATALONG Prying Factor N/A Brace Type Lateral[X] Longitudinal [ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) I Sch. 10 140 ft(12.2 m) 140 ft(12.2 m) 140.08 Ib/ft(59.65 kg/m) 11603 Ibs(727 kg) Subtotal Weight 1603 Ibs(727 kg) Wp(incl. 15%) 1843 Ibs(836 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 977 Ibs(443 kg) 8" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) 1TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE FmT*N Powwnrg BrsvrosrWcrldwrdc Brace Identification SB-11 8" LAT ALONG Brace Type(Per NFPA#13) NFPA Type I �..w...w......w.owwww] ! eseQ M o Braced Pipe (ft) 8" Sch.10 Steel Pipe s y 10/ 1/2020 ! W % Spacing of Brace 40' 0" (12.19 m) i vai W a z> Orientation of Brace Lateral Wiz l4a� ci Bracing Material 1" Sch.40 l,2X c 4Z03 UC C Maximum Brace Length 7'0" (2.13 m) 9oN m 2 Slenderness Ratio used for Load Calculation 200 Im<° �;ZLUZ J o U ch True Angle of Brace for Calculation 60' .3�1w E c ly CD ! W°a• CioLL � m! Type of Fastener Fig.825 Along Beam I uW o C? o ,! ! g d Length of Fastener N/A � LL a a a 1 al wwswnw.w.wmw.w.w.w.ww.ww� Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 40 ft(12.2 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 977 Ibs (443 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig. 1001 Clamp 1745 Ibs (792 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_ 6108 188TH ST. NE Pow-nw BastimsWulod v lr. Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM 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. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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"(11 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 825 - -- - Max Horizontal Load 1604 Ibs (728 kg) BAR JOIST SWAY BRACE ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT oil Orientation to Connecting Surface NFPAType F STEEL PIPE Fastener Type Fig.825 Across Beam Diameter N/A �' 0 Length N/A Maximum Load 1744 Ibs 791 k TOLCO FIG. 1001 ( g) FAST CLAMP Brace Identification on Plans SB-128° LAT ACROSS Prying Factor N/A Brace Type Lateral[X] Longitudinal [ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) I Sch. 10 140 ft(12.2 m) 140 ft(12.2 m) 140.08 Ib/ft(59.65 kg/m) 11603 Ibs(727 kg) Subtotal Weight 1603 Ibs(727 kg) Wp(incl. 15%) 1843 Ibs(836 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 977 Ibs(443 kg) 8" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) 1TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE FmT*N Powwnrg BrsvrosrWcrldwrdc Brace Identification SB-12 8" LAT ACROSS �..awww..rwwww. Brace Type Per NFPA#13 NFPA Type F ' e�ea d R Braced Pipe (ft) 8" Sch.10 Steel Pipe >y w i V} Spacing of Brace 40' 0" (12.19 m) FF� Orientation of Brace Lateral eyfY j DUE C j Bracing Material 1" Sch.40 l�oy u Maximum Brace Length 7'0" (2.13 m) ==Lo Y, J o ,L tnaf c - V Slenderness Ratio used for Load Calculation 200 bra: E Y o I y - ._ a True Angle of Brace for Calculation 60' wmUO. o 4 0 U w Type of Fastener Fig.825 Across Beam LL a in a CL `o+� Length of Fastener N/A L-----.ww w.1 wwww.wwww Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 40 ft(12.2 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 977 Ibs (443 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig. 1001 Clamp 1745 Ibs (792 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL OPEN WEB TRUSS Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 s 6108 188TH ST. NE hwsniq aweneas IWddwrcfe Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.41-A Clamp 1000 Ibs(454 kg) 866 Ibs(393 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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" (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1604 Ibs (728 kg) alp'����� I 0 4lINE ..iq 0 I WY[IIS1l SW.Y Fastener Information Orientation to Connecting Surface NFPAType I µ"`"me Fastener al Nf"Swv ' .11aClTi*f�YlMl Type Fig.825 Along Beam �. Diameter N/A 'VI— Length N/A r L Maximum Load 1744 Ibs(791 kg) U roti Fbw n- i s rzr Brace Identification on Plans SB-21 4" LOALONG Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) I Sch. 10 180 ft(24.4 m) 180 ft(24.4 m) 111.78 lb/ft(17.53 kg/m) 942 Ibs(427 kg) Subtotal Weight 942 Ibs(427 kg) Wp(incl. 15%) 1083 Ibs(491 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 574 Ibs(260 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE 1F A*N itw ung vosrnvss wotIMWe Brace Identification SB-21 4" LO ALONG rrrwrwrw N O Brace Type(Per NFPA#13) NFPA Type I 9isa 1�/,,1 / ,`r ` a Braced Pipe (ft) 4" Sch.10 Steel Pipe }W w a UN Spacing of Brace 80' 0" (24.38 m) zy Orientation of Brace Longitudinal iaaW ci t,2X c OE Bracing Material 1" Sch.40 pauQ: ii~U.0. o Maximum Brace Length 7'0" (2.13 m) liWZ -1 d t S U- t Slenderness Ratio used for Load Calculation 200 eaLLw c �? a t3F� E o T o t True Angle of Brace for Calculation 60' i w� c '� LL UW .0 Q O 1-- Type of Fastener Fig.825 Along Beam I LL a � a a a� Length of Fastener N/A ■� � —� 7 �r..rrw..rwrmwwwr.r.r.rM! Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 80 ft(24.4 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 575 Ibs (261 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.41-A Clamp 866 Ibs (393 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL TRUSS JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 s 6108 188TH ST. NE hwsniq aweneas IWddwrcfe Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.41-A Clamp 1000 Ibs(454 kg) 866 Ibs(393 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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" (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1604 Ibs (728 kg) alp'����� I 0 4lINE ..iq 0 I WY[IIS1l SW.Y Fastener Information Orientation to Connecting Surface NFPAType F µ"`"me Fastener al Nf"Swv ' .11aClTi*f�YlMl Type Fig.825 Across Beam i. Diameter N/A 'VI— Length N/A r L Maximum Load 1744 Ibs(791 kg) U roti Fbw n- i s rzr Brace Identification on Plans SB-22 4" LO ACROSS Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) I Sch. 10 180 ft(24.4 m) 180 ft(24.4 m) 111.78 lb/ft(17.53 kg/m) 942 Ibs(427 kg) Subtotal Weight 942 Ibs(427 kg) Wp(incl. 15%) 1083 Ibs(491 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 574 Ibs(260 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE 1F A*N eowsrrng vosrnvss wotIMWe Brace Identification SB-22 4" LO ACROSS Brace Type(Per NFPA#13) NFPA Type F ...wwwro.wwrwwrwaw.w.w 9f@Q N O Braced Pipe (ft) 4" Sch.10 Steel Pipe 10;'1/2G20a W IY a F Spacing of Brace 80' 0" (24.38 m) i i> Orientation of Brace Longitudinal 6ww Bracing Material 1" Sch.40 1z�'oi c Maximum Brace Length 7'0" (2.13 m) 1Vf 00N m 3 �zwz J Ot Slenderness Ratio used for Load Calculation 200 ��a2 S o v =aLLW O Y - Off r< True Angle of Brace for Calculation 60° ';''o d `— cm Type of Fastener Fig.825 Across Beam W CL e Length of Fastener N/A pp U. a a a o,' iwiwwwrwwwrwwrwrrrrwwrr i Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 80 ft(24.4 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 575 Ibs (261 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.41-A Clamp 866 Ibs (393 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL TRUSS JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 s 6108 188TH ST. NE hwsniq aweneas IWddwrcfe Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.41-A Clamp 1600 Ibs(726 kg) 1386 Ibs(629 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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" (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1604 Ibs (728 kg) alp'����� I 0 4lINE ..iq 0 I WY[IIS1l SW.Y Fastener Information Orientation to Connecting Surface NFPAType I µ"`"me Fastener al Nf"Swv ' .11aClTi*f�YlMl Type Fig.825 Along Beam �. Diameter N/A 'VI— Length N/A r L Maximum Load 1744 Ibs(791 kg) U roti Fbw n- i s rzr Brace Identification on Plans SB-23 6" LO ALONG Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) I Sch. 10 180 ft(24.4 m) 180 ft(24.4 m) 123.03 Ib/ft(34.27 kg/m) 11842 Ibs(836 kg) Subtotal Weight 1842 Ibs(836 kg) Wp(incl. 15%) 2118 Ibs(961 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1123 Ibs(509 kg) 8" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE 1F A*N Powwr09 UI SMSS 6VOtIJWMe Brace Identification SB-23 6" LO ALONG �....o.o.r.rr...sr...wrr..�y Brace Type(Per NFPA#13) NFPA Type 1 ! 8180 Braced Pipe (ft) 6" Sch.10 Steel Pipe W w N r� Spacing of Brace 80' 0" (24.38 m) WI.; Orientation of Brace Longitudinal l4�Y c I ! Bracing Material 1" Sch.40 ZNOZ ru.0. > o Maximum Brace Length 7'0" (2.13 m) =Fo P: -1 c U. NaH Slenderness Ratio used for Load Calculation 200 �aLLW `o Y a 3—� E o � o True Angle of Brace for Calculation 60' wcc c � u a o C? o f Type of Fastener Fig.825 Along Beam I LL a a a CM Length of Fastener N/A ! —! g 'i...................................! Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 80 ft(24.4 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1123 Ibs (509 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.41-A Clamp 1386 Ibs (629 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 s 6108 188TH ST. NE hwsniq aweneas IWddwrcfe Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.41-A Clamp 1600 Ibs(726 kg) 1386 Ibs(629 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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" (11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1604 Ibs (728 kg) alp'����� I 0 4lINE ..iq 0 I WY[IIS1l SW.Y Fastener Information Orientation to Connecting Surface NFPAType F µ"`"me Fastener al Nf"Swv ' .11aClTi*f�YlMl Type Fig.825 Across Beam i. Diameter N/A 'VI— Length N/A r L Maximum Load 1744 Ibs(791 kg) U roti Fbw n- i s rzr Brace Identification on Plans SB-24 6" LO ACROSS Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) I Sch. 10 180 ft(24.4 m) 180 ft(24.4 m) 123.03 Ib/ft(34.27 kg/m) 11842 Ibs(836 kg) Subtotal Weight 1842 Ibs(836 kg) Wp(incl. 15%) 2118 Ibs(961 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1123 Ibs(509 kg) 8" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE F J*N rowerr09 U6506SS 6VOl"08 Brace Identification SB-24 6" LO ACROSS Brace Type(Per NFPA#13) NFPA Type F �a��'d"' Braced Pipe (ft) 6" Sch.10 Steel Pipe 1C;'"1; CC; n p g W X ! Spacing of Brace 80' 0" (24.38 m) iWWW Orientation of Brace Longitudinal �awiu Bracing Material 1" Sch.40 I=o? Cn c ■OLLa a� o Maximum Brace Length 7'0" (2.13 m) ooU > ts Zwz J Slenderness Ratio used for Load Calculation 200 `aLLW c ao` 0 U True Angle of Brace for Calculation 60' '3 to d ` a ' iLL Y W a C t0 U- m na o46 — !Type of Fastener Fig.825 Across Beam z a c Length of Fastener N/A LL a U, a a y■� Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 80 ft(24.4 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1123 Ibs (509 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.41-A Clamp 1386 Ibs (629 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_ 6108 188TH ST. NE Pow-n(vBasrrvssftgo rclr. Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.41-A 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. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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"(11 mm) Seismic Brace Assembly Detail L/R Value 200 -Max Horizontal Load 1604 Ibs (728 kg) r-- Fastener Information Orientation to Connecting Surface NFPAType I Fastener TClCO/0 Type Fig.825 Along Beam /. Diameter N/A - Length N/A Maximum Load 1744 Ibs(791 kg) U y SqK� ilO SSS i IS' KI Brace Identification on Plans SB-25 8° LO ALONG Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) I Sch. 10 160 ft(18.3 m) 160 ft(18.3 m) 140.08 Ib/ft(59.65 kg/m) 12405 Ibs(1091 kg) Subtotal Weight 2405 Ibs(1091 kg) Wp(incl. 15%) 2766 Ibs(1255 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1466 Ibs(665 kg) 8" Sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A 1TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE T N Prns�.�ix7 R�.cnsr lNrrlduarla Brace Identification SB-25 8" LO ALONG Brace Type(Per NFPA#13) NFPA Type I :..........................ajea............� ` N i Braced Pipe (ft) 8" Sch.10 Steel Pipe W x Spacing of Brace 60' 0" (18.29 m) z} Orientation of Brace Longitudinal ww iaa� � Bracing Material 1" Sch.40 zcz c . UW — C Maximum Brace Length 7'0" (2.13 m) �oN :ZUZ J N Slenderness Ratio used for Load Calculation 200 ?7: o e3~� E c T o True Angle of Brace for Calculation 60° d . Lu O co Lz d Type of Fastener Fig.825 Along Beam = uW o .o W Length of Fastener N/A U. a � a a- .............................................. N� 4 1 Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 60 ft(18.3 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1466 Ibs (665 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.41-A Clamp 1745 Ibs (792 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: SIERRA CASTING OPS Address: 2707 70th Avenue East Tacoma,WA 98424 E_ 6108 188TH ST. NE Pow-n(vBasrrvssftgo rclr. Phone: 253-926-2290 ARLINGTON,WA License: PATRIFP099CF Job#11-2260 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.41-A 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. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *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"(11 mm) Seismic Brace Assembly Detail L/R Value 200 -Max Horizontal Load 1604 Ibs (728 kg) r-- Fastener Information Orientation to Connecting Surface NFPAType F Fastener TClCO/0 Type Fig.825 Across Beam /. Diameter N/A - Length N/A Maximum Load 1744 Ibs(791 kg) U y SqK� ilO SSS i IS' KI Brace Identification on Plans SB-26 8" LO ACROSS Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5301 Diameter Type Length Total Length Weight Per Unit Length Total Weight 8"(200 mm) I Sch. 10 160 ft(18.3 m) 160 ft(18.3 m) 140.08 Ib/ft(59.65 kg/m) 12405 Ibs(1091 kg) Subtotal Weight 2405 Ibs(1091 kg) Wp(incl. 15%) 2766 Ibs(1255 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1466 Ibs(665 kg) 8" Sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A 1TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations SIERRA CASTING OPS Job# 11-2260 6108 188TH ST. NE FmT*N Powwnrg BrsvrosrWcrldwrdc Brace Identification SB-26 8" LO ACROSS Brace Type(Per NFPA#13) NFPA Type F III e�sa�o Braced Pipe (ft) 8" Sch.10 Steel Pipe w 10/i 1/2020 x Spacing of Brace 60' 0" (18.29 m) I iy Orientation of Brace Longitudinal iaaw N Bracing Material 1" Sch.40 ;ZOE �' c Maximum Brace Length 7'0" (2.13 m) 000 m Cl ZWZ 3 r, Slenderness Ratio used for Load Calculation 200 Quu c a` c ! True Angle of Brace for Calculation 60' ■3WO c o LL � I uW o4 0 � Type of Fastener Fig.825 Across Beam , d ie LL rirnC. CL Length of Fastener N/A y �rurw�u�umMrrwrrru� Summary of Pipe within Zone of Influence 8"Sch.10 Steel Pipe(203.2 mm) 60 ft(18.3 m) G-Factor Used 0.5301 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1466 Ibs (665 kg) Material Capacity 1604 Ibs (728 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.41-A Clamp 1745 Ibs (792 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by D. BAINES *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 TOLBrace'"'8 Visit us at www.tolco.com ATRIOT Fire Sprinklers Save Lives! Taco 7a. Avenue East P Tacoma.WA 98424 PFV1E PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 Serra Construct'ion Cast 'ing O 6108188t" Street N.E. Arlington, WA 98223 HYDRAULIC CALCULATIONS Patriot Project No. 11-2260 Contractor SIERRA CONSTRUCTION 14800 N.E. WOODINVILLE WAY WOODINVILLE, WA 98072 VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF Intentionally Blank HYDRAULIC CALCULATIONS FOR SIERRA CONSTRUCTION CASTING OPERATIONS 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-3 FILE NO . CASTINGOPS-SYS1 DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED: 1522 . 8 GPM ALLOWANCE INSIDE HOSE: 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS: N/A IN-RACK SPRINKLERS: N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1772 . 8 GPM @ 67.3 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI : 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY uuruu.�uu.a e'Ba �Fall—10/11/2020 i A IY t ow 0 Z� N '•WHR =�ww ci zu OZ :'LL a at o ?C9ON m i� :_ZWZ J w .cn d o LL :NUU c d U QLLw O U rn i e3F� d c L' c ! WK o .D u' LL m. Ua O O VS W LL a In d d� 01: N ..............................................R SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID WATER SUPPLY ANALYSIS Static: 82 . 00 psi Resid: 60 . 00 psi Flow: 4000 . 0 gpm 100 . 0 LEGEND 80 . 0 1 Available pressure 1 77 . 12 psi @ 1772 . 8 gpm G A 2 Required pressure U 2 67 .25 psi @ 1772 . 8 gpm G E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 S U R E ( 20 . 0 B p s i 0 . 0 -14 . 7 8 Oil 20016002000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 . 0 60 . 0 4000 . 0 77 . 1 1772 . 8 67 .3 Available pressure is 9. 9 psi (130) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1772 . 8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1522 . 8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1A 36.2 K=25 .20 25 . 1 126. 4 2A 36.2 K=25 .20 25 . 0 126. 0 3A 36.2 K=25 .20 25 . 0 126. 0 4A 36.2 K=25 .20 25 .2 126. 4 5A 36.2 K=25 .20 25 . 5 127 .3 6A 36.2 K=25 .20 25 . 4 126. 9 7A 36.2 K=25 .20 25 . 4 126. 9 8A 36.2 K=25 .20 25 . 5 127 .3 9A 36.2 K=25 .20 25 . 6 127 . 4 10A 36.2 K=25 .20 25 . 4 127 . 0 11A 36.2 K=25 .20 25 . 4 127 . 0 12A 36.2 K=25 .20 25 . 8 128 . 0 20 33 .2 - - - - 42 .2 - - - 21 33 .2 - - - - 40 . 9 - - - 22 33 .2 - - - - 40 . 5 - - - 23 33 .2 - - - - 40 . 1 - - - 24 33 .2 - - - - 39. 7 - - - 25 33 .2 - - - - 39. 3 - - - 26 33 .2 - - - - 39. 0 - - - 27 33 .2 - - - - 38 . 7 - - - 28 33 .2 - - - - 38 . 5 - - - 29 33 .2 - - - - 38 . 3 - - - 30T 36.2 - - - - 35 . 6 - - - 30 33 .2 - - - - 38 .2 - - - 31T 36.2 - - - - 35 . 4 - - - 31 33 .2 - - - - 38 . 0 - - - 32T 36.2 - - - - 35 . 4 - - - 32 33 .2 - - - - 38 . 0 - - - 41 33 .2 - - - - 37 . 7 - - - 42 33 .2 - - - - 37 . 7 - - - 43 33 .2 - - - - 37 . 6 - - - 44 33 .2 - - - - 37 . 4 - - - 45 33 .2 - - - - 37 . 1 - - - 46 33 .2 - - - - 36. 8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 47 33 .2 - - - - 36. 3 - - - 48 33 .2 - - - - 35 . 7 - - - 49 33 .2 - - - - 35 . 0 - - - 50 33 .2 - - - - 33 . 8 - - - 51 33 .2 - - - - 32 . 9 - - - 52 33 .2 - - - - 32 . 8 - - - RT1 30 . 1 - - - - 45 . 0 - - - RH1 1 . 7 - - - - 59. 6 - - - DC1 1 . 7 - - - - 64 . 3 - - - DC2 1 . 7 - - - - 61 . 3 - - - RB 0 . 5 - - - - 65 . 1 - - - UG1 -4 . 0 HOSE STREAM 68 . 6 250 . 0 SRC 0 . 0 SOURCE 67 . 3 1772 . 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI . SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 GRID NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 1 Source 250 . 0 Disch 72 . 50 140 -1 . 3 SRC 0 . 0 67 . 3 1522 . 8 RB D12 . 00 T: 98 . 0 108 . 00 -1 . 7 UG1 -4 . 0 68 . 6 1772 . 8 12 . 460 G: 10 . 0 180 . 50 0 . 002 0 . 4 Pipe : 2 0 . 0 0 . 0 59 . 00 140 3 . 4 UG1 -4 . 0 68 . 6 1522 . 8 DC1 D8 . 000 T: 59 . 0 66 . 00 1 . 9 RB 0 . 5 65 . 1 1522 . 8 8 . 390 G: 7 . 0 125 . 00 0 . 012 1 . 5 Pipe : 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 . 5 65 . 1 1522 . 8 DC2 B8 . 000 E : 31 . 7 31 . 73 0 . 5 DC1 1 . 7 64 . 3 1522 . 8 8 .249 33 . 65 0 . 011 0 . 4 Pipe : 4 0 . 0 Fixed Pressure Loss Device DC1 1 . 7 64 . 3 1522 . 8 RH1 3 . 0 psi, 1522 . 8 gpm DC2 1 . 7 61 . 3 1522 . 8 Pipe : 5 0 . 0 0 . 0 12 . 75 120 1 . 6 DC2 1 . 7 61 . 3 1522 . 8 RT1 B8 . 000 2E : 42 . 0 83 . 00 0 . 0 RH1 1 . 7 59 . 6 1522 . 8 8 .249 T: 41 . 0 95 . 75 0 . 017 1 . 6 Pipe : 6 0 . 0 0 . 0 T: 41 . 0 28 . 42 120 14 . 6 RH1 1 . 7 59 . 6 1522 . 8 20 B8 . 000 C : 53 . 0 108 . 00 12 . 3 RT1 30 . 1 45 . 0 1522 . 8 8 .249 B: 14 . 0 136 . 42 0 . 017 2 . 3 Pipe : 7 0 . 0 0 . 0 40 . 12 120 2 . 7 RT1 30 . 1 45 . 0 1522 . 8 21 B8 . 000 2E : 42 . 0 42 . 00 1 . 3 20 33 . 2 42 . 2 1522 . 8 8 . 249 82 . 12 0 . 017 1 . 4 Pipe : 8 0 . 0 96 . 2 41 3 . 54 120 1 . 3 20 33 . 2 42 . 2 1426 . 6 22 B6 . 000 E : 18 . 0 18 . 00 0 . 0 21 33 . 2 40 . 9 1522 . 8 6 . 357 21 . 54 0 . 061 1 . 3 Pipe : 9 0 . 0 84 . 0 42 8 . 00 120 0 . 4 21 33 . 2 40 . 9 1342 . 6 23 B6 . 000 0 . 00 0 . 0 22 33 . 2 40 . 5 1426 . 6 6 . 357 8 . 00 0 . 054 0 . 4 Pipe : 10 0 . 0 83 . 8 43 8 . 00 120 0 . 4 22 33 . 2 40 . 5 1258 . 8 24 B6 . 000 0 . 00 0 . 0 23 33 . 2 40 . 1 1342 . 6 6 . 357 8 . 00 0 . 048 0 . 4 Pipe : 11 0 . 0 78 . 9 44 10 . 00 120 0 . 4 23 33 . 2 40 . 1 1179 . 8 25 B6 . 000 0 . 00 0 . 0 24 33 . 2 39 . 7 1258 . 8 6 . 357 10 . 00 0 . 043 0 . 4 Pipe : 12 0 . 0 76 . 9 45 10 . 00 120 0 . 4 24 33 . 2 39 . 7 1103 . 0 26 B6 . 000 0 . 00 0 . 0 25 33 . 2 39 . 3 1179 . 8 6 . 357 10 . 00 0 . 038 0 . 4 Pipe : 13 0 . 0 78 . 0 46 10 . 00 120 0 . 3 25 33 . 2 39 . 3 1025 . 0 27 B6 . 000 0 . 00 0 . 0 26 33 . 2 39 . 0 1103 . 0 6 . 357 10 . 00 0 . 034 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI . SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 14 0 . 0 81 . 7 47 8 . 00 120 0 . 2 26 33 . 2 39 . 0 943 . 2 28 B6 . 000 0 . 00 0 . 0 27 33 . 2 38 . 7 1025 . 0 6 . 357 8 . 00 0 . 029 0 . 2 Pipe : 15 0 . 0 88 . 4 48 8 . 00 120 0 . 2 27 33 . 2 38 . 7 854 . 9 29 B6 . 000 0 . 00 0 . 0 28 33 . 2 38 . 5 943 . 2 6 . 357 8 . 00 0 . 025 0 . 2 Pipe : 16 0 . 0 92 . 0 49 8 . 00 120 0 . 2 28 33 . 2 38 . 5 762 . 8 30 B6 . 000 0 . 00 0 . 0 29 33 . 2 38 . 3 854 . 9 6 . 357 8 . 00 0 . 021 0 . 2 Pipe : 17 0 . 0 251 . 7 30T 10 . 00 120 0 . 2 29 33 . 2 38 . 3 511 . 1 31 B6 . 000 0 . 00 0 . 0 30 33 . 2 38 . 2 762 . 8 6 . 357 10 . 00 0 . 017 0 . 2 Pipe : 18 0 . 0 253 . 5 31T 10 . 00 120 0 . 2 30 33 . 2 38 . 2 257 . 6 32 B6 . 000 F : 9 . 0 9 . 00 0 . 0 31 33 . 2 38 . 0 511 . 1 6 . 357 19 . 00 0 . 008 0 . 2 Pipe : 19 0 . 0 0 . 0 10 . 00 120 0 . 0 31 33 . 2 38 . 0 257 . 6 32T B6 . 000 0 . 00 0 . 0 32 33 . 2 38 . 0 257 . 6 6 . 357 10 . 00 0 . 002 0 . 0 Pipe : 20 0 . 0 180 .2 43 8 . 00 120 0 . 0 41 33 . 2 37 . 7 -84 . 0 22 B4 . 000 ---- 0 . 00 0 . 0 42 33 . 2 37 . 7 96 . 2 4 . 260 8 . 00 0 . 003 0 . 0 Pipe : 21 0 . 0 264 . 0 44 8 . 00 120 0 . 1 42 33 . 2 37 . 7 -83 . 8 23 B4 . 000 ---- 0 . 00 0 . 0 43 33 . 2 37 . 6 180 . 2 4 . 260 8 . 00 0 . 008 0 . 1 Pipe : 22 0 . 0 342 . 9 45 10 . 00 120 0 .2 43 33 . 2 37 . 6 -78 . 9 24 B4 . 000 ---- 0 . 00 0 . 0 44 33 . 2 37 . 4 264 . 0 4 . 260 10 . 00 0 . 017 0 . 2 Pipe : 23 0 . 0 419 . 8 46 10 . 00 120 0 . 3 44 33 . 2 37 . 4 -76 . 9 25 B4 . 000 ---- 0 . 00 0 . 0 45 33 . 2 37 . 1 342 . 9 4 . 260 10 . 00 0 . 027 0 . 3 Pipe : 24 0 . 0 497 . 8 47 10 . 00 120 0 . 4 45 33 . 2 37 . 1 -78 . 0 26 B4 . 000 ---- 0 . 00 0 . 0 46 33 . 2 36 . 8 419 . 8 4 .260 10 . 00 0 . 039 0 . 4 Pipe : 25 0 . 0 579 . 6 48 8 . 00 120 0 . 4 46 33 . 2 36 . 8 -81 . 7 27 B4 . 000 ---- 0 . 00 0 . 0 47 33 . 2 36 . 3 497 . 8 4 .260 8 . 00 0 . 054 0 . 4 Pipe : 26 0 . 0 667 . 9 49 8 . 00 120 0 . 6 47 33 . 2 36 . 3 -88 . 4 28 B4 . 000 ---- 0 . 00 0 . 0 48 33 . 2 35 . 7 579 . 6 4 . 260 8 . 00 0 . 072 0 . 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 27 0 . 0 759 . 9 50 8 . 00 120 0 . 7 48 33 .2 35 . 7 -92 . 0 29 B4 . 000 ---- 0 . 00 0 . 0 49 33 .2 35 . 0 667 . 9 4 .260 8 . 00 0 . 093 0 . 7 Pipe: 28 0 . 0 257 . 8 9A 10 . 00 120 1 . 2 49 33 .2 35 . 0 502 .2 51 B4 . 000 0 . 00 0 . 0 50 33 .2 33 . 8 759. 9 4 . 260 10 . 00 0 . 118 1 . 2 Pipe: 29 0 . 0 255 . 0 5A 10 . 00 120 0 . 9 50 33 . 2 33 . 8 247 . 1 52 B4 . 000 F : 6.5 6.50 0 . 0 51 33 . 2 32 . 9 502 .2 4 . 260 16.50 0 . 055 0 . 9 Pipe: 30 0 . 0 0 . 0 10 . 00 120 0 . 1 51 33 . 2 32 . 9 247 . 1 lA B4 . 000 0 . 00 0 . 0 52 33 . 2 32 . 8 247 . 1 4 . 260 10 . 00 0 . 015 0 . 1 Pipe : 31 0 . 0 0 . 0 282 . 00 120 3 . 2 21 33 . 2 40 . 9 96 . 2 42 G3 . 000 4T: 87 . 4 87 .36 0 . 0 41 33 . 2 37 . 7 96 . 2 3 . 314 369.36 0 . 009 3 . 2 Pipe : 32 0 . 0 180 .2 43 286. 00 120 2 . 8 22 33 . 2 40 . 5 -96.2 41 G3 . 000 4E: 40 . 8 128 . 12 0 . 0 42 33 . 2 37 . 7 84 . 0 3 . 314 4T: 87 . 4 414 . 12 0 . 007 2 . 8 Pipe : 33 0 . 0 264 . 0 44 282 . 00 120 2 . 5 23 33 . 2 40 . 1 -180 .2 42 G3 . 000 4T: 87 . 4 87 .36 0 . 0 43 33 . 2 37 . 6 83 . 8 3 . 314 369.36 0 . 007 2 . 5 Pipe : 34 0 . 0 342 . 9 45 282 . 00 120 2 . 2 24 33 . 2 39 . 7 -264 . 0 43 G3 . 000 4T: 87 . 4 87 .36 0 . 0 44 33 . 2 37 . 4 78 . 9 3 . 314 369.36 0 . 006 2 . 2 Pipe: 35 0 . 0 419. 8 46 282 . 00 120 2 . 1 25 33 .2 39 . 3 -342 . 9 44 G3 . 000 4T: 87 . 4 87 .36 0 . 0 45 33 .2 37 . 1 76. 9 3 . 314 369.36 0 . 006 2 . 1 Pipe: 36 0 . 0 497 . 8 47 282 . 00 120 2 . 2 26 33 .2 39 . 0 -419. 8 45 G3 . 000 4T: 87 . 4 87 .36 0 . 0 46 33 .2 36 . 8 78 . 0 3 . 314 369.36 0 . 006 2 . 2 Pipe: 37 0 . 0 579 . 6 48 282 . 00 120 2 . 4 27 33 .2 38 . 7 -497 . 8 46 G3 . 000 4T: 87 . 4 87 .36 0 . 0 47 33 .2 36. 3 81 . 7 3 . 314 369.36 0 . 006 2 . 4 Pipe: 38 0 . 0 667 . 9 49 282 . 00 120 2 . 8 28 33 . 2 38 . 5 -579 . 6 47 G3 . 000 4T: 87 . 4 87 .36 0 . 0 48 33 . 2 35 . 7 88 . 4 3 . 314 369.36 0 . 007 2 . 8 Pipe: 39 0 . 0 759 . 9 50 286. 00 120 3 . 3 29 33 .2 38 . 3 -667 . 9 48 G3 . 000 4E : 40 . 8 128 . 12 0 . 0 49 33 .2 35 . 0 92 . 0 3 . 314 4T: 87 . 4 414 . 12 0 . 008 3 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI .SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 0 . 0 3 . 00 120 2 . 6 30 33 .2 38 . 2 251 . 7 12A G3 . 000 T:21 . 8 21 . 84 1 . 3 30T 36.2 35 . 6 251 . 7 3 . 314 24 . 84 0 . 052 1 . 3 25 . 20 128 . 0 Disch Pipe: 41 0 . 0 166. 00 120 9 . 8 30T 36.2 35 . 6 123 . 7 11A G3 . 000 T:21 . 8 21 . 84 0 . 0 12A 36.2 25 . 8 251 . 7 3 . 314 187 . 84 0 . 052 9 . 8 Pipe: 42 25 . 20 127 . 0 Disch 9. 17 120 0 . 4 12A 36 . 2 25 . 8 -3 . 4 G3 . 000 2E : 20 . 4 20 .38 0 . 0 11A 36 . 2 25 . 4 123 . 7 3 . 314 29. 55 0 . 014 0 . 4 Pipe: 43 25 . 20 127 . 0 Disch 10 . 00 120 0 . 0 10A 36 . 2 25 . 4 -123 . 7 G3 . 000 ---- 0 . 00 0 . 0 11A 36 . 2 25 . 4 3 . 4 3 . 314 10 . 00 0 . 000 0 . 0 25 . 20 127 . 0 Disch Pipe: 44 0 . 0 10 . 00 120 0 . 2 9A 36 . 2 25 . 6 3 . 4 11A G3 . 000 0 . 00 0 . 0 10A 36.2 25 . 4 130 . 4 3 . 314 10 . 00 0 . 015 0 . 2 25 . 20 127 . 4 Disch Pipe: 45 0 . 0 85 . 83 120 8 . 3 50 33 .2 33 . 8 130 . 4 10A G3 . 000 2E:20 . 4 42 .22 1 . 3 9A 36.2 25 . 6 257 . 8 3 . 314 T:21 . 8 128 . 05 0 . 054 7 . 0 Pipe: 46 0 . 0 0 . 0 3 . 00 120 2 . 6 31 33 .2 38 . 0 253 . 5 8A G3 . 000 T:21 . 8 21 . 84 1 .3 31T 36 . 2 35 . 4 253 . 5 3 . 314 24 . 84 0 . 053 1 .3 25 . 20 127 . 3 Disch Pipe: 47 0 . 0 166. 00 120 9 . 9 31T 36.2 35 . 4 126.2 7A G3 . 000 T: 21 . 8 21 . 84 0 . 0 8A 36.2 25 . 5 253 . 5 3 . 314 187 . 84 0 . 053 9 . 9 Pipe: 48 25 .20 126 . 9 Disch 10 . 00 120 0 . 1 8A 36.2 25 . 5 -0 . 7 G3 . 000 ---- 0 . 00 0 . 0 7A 36.2 25 . 4 126.2 3 . 314 10 . 00 0 . 014 0 . 1 Pipe : 49 25 .20 126. 9 Disch 10 . 00 120 0 . 0 6A 36 . 2 25 . 4 -126.2 G3 . 000 ---- 0 . 00 0 . 0 7A 36 . 2 25 . 4 0 . 7 3 . 314 10 . 00 0 . 000 0 . 0 Pipe: 50 25 . 20 126. 9 Disch 11 . 00 120 0 . 2 5A 36.2 25 . 5 0 . 7 7A G3 . 000 0 . 00 0 . 0 6A 36.2 25 . 4 127 . 7 3 . 314 11 . 00 0 . 015 0 . 2 Pipe: 51 25 .20 127 . 3 Disch 82 . 00 120 7 . 4 51 33 .2 32 . 9 127 . 7 6A G3 . 000 E: 10 .2 32 . 03 1 . 3 5A 36.2 25 . 5 255 . 0 3 . 314 T:21 . 8 114 . 03 0 . 053 6 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI . SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 52 0 . 0 0 . 0 3 . 00 120 2 . 6 32 33 . 2 38 . 0 257 . 6 4A G3 . 000 T: 21 . 8 21 . 84 1 . 3 32T 36 .2 35 . 4 257 . 6 3 . 314 24 . 84 0 . 054 1 . 3 Pipe : 53 25 .20 126 . 4 Disch 166 . 00 120 10 .2 32T 36 .2 35 . 4 131 . 2 3A G3 . 000 T:21 . 8 21 . 84 0 . 0 4A 36 .2 25 .2 257 . 6 3 . 314 187 . 84 0 . 054 10 .2 Pipe : 54 25 .20 126 . 0 Disch 10 . 00 120 0 .2 4A 36 .2 25 .2 5 . 2 2A G3 . 000 0 . 00 0 . 0 3A 36 .2 25 . 0 131 .2 3 . 314 10 . 00 0 . 016 0 .2 Pipe : 55 25 .20 126 . 0 Disch 10 . 00 120 0 . 0 3A 36 . 2 25 . 0 -120 . 8 G3 . 000 ---- 0 . 00 0 . 0 2A 36 .2 25 . 0 5 .2 3 . 314 10 . 00 0 . 000 0 . 0 Pipe : 56 25 .20 126 . 0 Disch 11 . 00 120 0 . 1 1A 36 . 2 25 . 1 -5 .2 G3 . 000 ---- 0 . 00 0 . 0 2A 36 .2 25 . 0 120 . 8 3 . 314 11 . 00 0 . 013 0 . 1 Pipe : 57 25 .20 126 . 4 Disch 82 . 00 120 7 . 6 52 33 . 2 32 . 8 120 . 8 2A G3 . 000 2T: 43 . 7 43 . 68 1 . 3 1A 36 .2 25 . 1 247 . 1 3 . 314 125 . 68 0 . 050 6 . 3 NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 002 gpm and a maximum imbalance at any node of 0 . 074 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17 . 1 ft/sec at pipe 28 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSI . SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 GRID (5) PIPE FITTINGS TABLE HASS Pipe Table Name : standard.pip PAGE : B MATERIAL: THNWL HWC : 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 4 . 260 13 . 00 26 . 00 8 . 00 29 . 00 16 . 00 3 . 00 26 . 00 26 . 00 26 . 00 6 . 50 6 . 357 18 . 00 38 . 00 11 . 00 40 . 00 13 . 00 4 . 00 35 . 00 35 . 00 38 . 00 9 . 00 8 .249 21 . 00 41 . 00 15 . 00 53 . 00 14 . 00 5 . 00 37 . 00 37 . 00 41 . 00 10 . 50 PAGE : D MATERIAL: DIRON HWC : 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 8 . 390 31 . 00 59 . 00 22 . 00 76 . 00 20 . 00 7 . 00 59 . 00 15 . 50 12 . 460 44 . 00 98 . 00 30 . 00 107 . 00 34 . 00 10 . 00 98 . 00 22 . 00 PAGE : G MATERIAL: DynaFlow HWC : 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F45Ell 3 . 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 HYDRAULIC CALCULATIONS FOR SIERRA CONSTRUCTION CASTING OPERATIONS 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-3 FILE NO . CASTINGOPS-SYS1A DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: lA REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED: 1534 . 4 GPM ALLOWANCE INSIDE HOSE: 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS: N/A IN-RACK SPRINKLERS: N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1784 . 4 GPM @ 67.6 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI : 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY 3 N N w W = UN zy N '•WHR ="ww Oz_ ?OUC `h c :FLLa m o i0ow C_zwz J w '. .=Q2 d O LL L oN 2 c U = =QVU oUarn 3LLF O � O T_ O uj 0 tD u' LL d L Ua Oui O «� LL aLAaa� a= c 3 y4 3..............................M.M.�.�.Y.� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA. SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE WATER SUPPLY ANALYSIS Static: 82 . 00 psi Resid: 60 . 00 psi Flow: 4000 . 0 gpm 100 . 0 LEGEND 80 . 0 1 Available pressure 1 77 . 06 psi @ 1784 . 4 gpm G A 2 Required pressure U 2 67 . 62 psi @ 1784 . 4 gpm G E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 S U R E ( 20 . 0 B P s i 0 . 0 -14 . 7 8 Oil 20016002000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA. SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 . 0 60 . 0 4000 . 0 77 . 1 1784 . 4 67 . 6 Available pressure is 9. 4 psi (120) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1784 . 4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1534 . 4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1A 36.2 K=25 .20 25 . 0 126 . 0 2A 36.2 K=25 .20 25 . 1 126 . 3 3A 36.2 K=25 .20 25 . 7 127 . 8 4A 36.2 K=25 .20 26. 8 130 .5 5A 36.2 K=25 .20 25 . 0 126. 1 6A 36.2 K=25 .20 25 .2 126. 4 7A 36.2 K=25 .20 25 . 7 127 . 8 8A 36.2 K=25 .20 26. 9 130 . 6 9A 36.2 K=25 .20 25 .2 126. 6 10A 36.2 K=25 .20 25 . 4 126. 9 11A 36.2 K=25 .20 25 . 9 128 .3 12A 36.2 K=25 .20 27 . 1 131 . 1 20 33 .2 - - - - 42 . 1 - - - 21 33 .2 - - - - 41 . 9 - - - 22 33 .2 - - - - 41 . 4 - - - 23 33 .2 - - - - 41 . 0 - - - 24 33 .2 - - - - 40 . 6 - - - 25 33 .2 - - - - 40 . 1 - - - 26 33 .2 - - - - 39. 7 - - - 27 33 .2 - - - - 39. 3 - - - 28 33 .2 - - - - 39. 0 - - - 29 33 .2 - - - - 38 . 7 - - - 30T 36.2 - - - - 33 . 8 - - - 30 33 .2 - - - - 38 . 3 - - - 31T 36.2 - - - - 33 . 6 - - - 31 33 .2 - - - - 38 . 0 - - - 32T 36.2 - - - - 33 . 5 - - - 32 33 .2 - - - - 37 . 9 - - - 41 33 .2 - - - - 39. 8 - - - 42 33 .2 - - - - 39. 8 - - - 43 33 .2 - - - - 39. 8 - - - 44 33 .2 - - - - 39. 7 - - - 45 33 .2 - - - - 39. 6 - - - 46 33 .2 - - - - 39. 4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA.SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 TREE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 47 33 .2 - - - - 39 .2 - - - 48 33 . 2 - - - - 39 . 0 - - - 49 33 .2 - - - - 38 . 8 - - - 50 33 .2 - - - - 38 . 6 - - - 51 33 .2 - - - - 38 . 4 - - - 52 33 . 2 - - - - 38 . 3 - - - RT1 30 . 1 - - - - 45 .2 - - - RH1 1 . 7 - - - - 59 . 9 - - - DC1 1 . 7 - - - - 64 . 6 - - - DC2 1 . 7 - - - - 61 . 6 - - - RB 0 . 5 - - - - 65 . 5 - - - UG1 -4 . 0 HOSE STREAM 68 . 9 250 . 0 SRC 0 . 0 SOURCE 67 . 6 1784 . 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA. SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 TREE NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 1 Source 250 . 0 Disch 72 . 50 140 -1 . 3 SRC 0 . 0 67 . 6 1534 . 4 RB D12 . 00 T: 98 . 0 108 . 00 -1 . 7 UG1 -4 . 0 68 . 9 1784 . 4 12 . 460 G: 10 . 0 180 . 50 0 . 002 0 . 4 Pipe : 2 0 . 0 0 . 0 59 . 00 140 3 . 5 UG1 -4 . 0 68 . 9 1534 . 4 DC1 D8 . 000 T: 59 . 0 66 . 00 1 . 9 RB 0 . 5 65 . 5 1534 . 4 8 . 390 G: 7 . 0 125 . 00 0 . 012 1 . 5 Pipe : 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 . 5 65 . 5 1534 . 4 DC2 B8 . 000 E : 31 . 7 31 . 73 0 . 5 DC1 1 . 7 64 . 6 1534 . 4 8 .249 33 . 65 0 . 011 0 . 4 Pipe : 4 0 . 0 Fixed Pressure Loss Device DC1 1 . 7 64 . 6 1534 . 4 RH1 3 . 0 psi, 1534 . 4 gpm DC2 1 . 7 61 . 6 1534 . 4 Pipe : 5 0 . 0 0 . 0 12 . 75 120 1 . 7 DC2 1 . 7 61 . 6 1534 . 4 RT1 B8 . 000 2E : 42 . 0 83 . 00 0 . 0 RH1 1 . 7 59 . 9 1534 . 4 8 .249 T: 41 . 0 95 . 75 0 . 017 1 . 7 Pipe : 6 0 . 0 0 . 0 T: 41 . 0 28 . 42 120 14 . 7 RH1 1 . 7 59 . 9 1534 . 4 20 B8 . 000 C : 53 . 0 108 . 00 12 . 3 RT1 30 . 1 45 . 2 1534 . 4 8 .249 B: 14 . 0 136 . 42 0 . 017 2 . 4 Pipe : 7 0 . 0 0 . 0 40 . 12 120 3 . 1 RT1 30 . 1 45 . 2 1534 . 4 21 B8 . 000 3E : 63 . 0 63 . 00 1 . 3 20 33 . 2 42 . 1 1534 . 4 8 . 249 103 . 12 0 . 017 1 . 8 Pipe : 8 0 . 0 75 . 2 41 3 . 54 120 0 . 2 20 33 . 2 42 . 1 1459 . 2 22 B6 . 000 0 . 00 0 . 0 21 33 . 2 41 . 9 1534 . 4 6 . 357 3 . 54 0 . 062 0 . 2 Pipe : 9 0 . 0 62 . 1 42 8 . 00 120 0 . 5 21 33 . 2 41 . 9 1397 . 1 23 B6 . 000 0 . 00 0 . 0 22 33 . 2 41 . 4 1459 . 2 6 . 357 8 . 00 0 . 056 0 . 5 Pipe : 10 0 . 0 57 . 3 43 8 . 00 120 0 . 4 22 33 . 2 41 . 4 1339 . 9 24 B6 . 000 0 . 00 0 . 0 23 33 . 2 41 . 0 1397 . 1 6 . 357 8 . 00 0 . 052 0 . 4 Pipe : 11 0 . 0 46 . 9 44 10 . 00 120 0 . 5 23 33 . 2 41 . 0 1293 . 0 25 B6 . 000 0 . 00 0 . 0 24 33 . 2 40 . 6 1339 . 9 6 . 357 10 . 00 0 . 048 0 . 5 Pipe : 12 0 . 0 36 . 8 45 10 . 00 120 0 . 4 24 33 . 2 40 . 6 1256 . 2 26 B6 . 000 0 . 00 0 . 0 25 33 . 2 40 . 1 1293 . 0 6 . 357 10 . 00 0 . 045 0 . 4 Pipe : 13 0 . 0 26 . 9 46 10 . 00 120 0 . 4 25 33 . 2 40 . 1 1229 . 3 27 B6 . 000 0 . 00 0 . 0 26 33 . 2 39 . 7 1256 . 2 6 . 357 10 . 00 0 . 043 0 . 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA. SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 14 0 . 0 18 . 5 47 8 . 00 120 0 . 3 26 33 . 2 39 . 7 1210 . 9 28 B6 . 000 0 . 00 0 . 0 27 33 . 2 39 . 3 1229 . 3 6 . 357 8 . 00 0 . 041 0 . 3 Pipe : 15 0 . 0 7 . 5 48 8 . 00 120 0 . 3 27 33 . 2 39 . 3 1203 . 3 29 B6 . 000 0 . 00 0 . 0 28 33 . 2 39 . 0 1210 . 9 6 . 357 8 . 00 0 . 040 0 . 3 Pipe : 16 0 . 0 1215 . 8 30 8 . 00 120 0 . 3 28 33 . 2 39 . 0 -12 . 5 30 B6 . 000 ---- 0 . 00 0 . 0 29 33 . 2 38 . 7 1203 . 3 6 . 357 8 . 00 0 . 039 0 . 3 Pipe : 17 0 . 0 410 . 2 30T 10 . 00 120 0 . 4 29 33 . 2 38 . 7 805 . 6 31 B6 . 000 0 . 00 0 . 0 30 33 . 2 38 . 3 1215 . 8 6 . 357 10 . 00 0 . 040 0 . 4 Pipe : 18 0 . 0 403 . 1 31T 10 . 00 120 0 . 4 30 33 . 2 38 . 3 402 . 5 32 B6 . 000 F : 9 . 0 9 . 00 0 . 0 31 33 . 2 38 . 0 805 . 6 6 . 357 19 . 00 0 . 019 0 . 4 Pipe : 19 0 . 0 0 . 0 10 . 00 120 0 . 1 31 33 . 2 38 . 0 402 . 5 32T B6 . 000 0 . 00 0 . 0 32 33 . 2 37 . 9 402 . 5 6 . 357 10 . 00 0 . 005 0 . 1 Pipe : 20 0 . 0 137 . 3 43 8 . 00 120 0 . 0 41 33 . 2 39 . 8 -62 . 1 22 B4 . 000 ---- 0 . 00 0 . 0 42 33 . 2 39 . 8 75 . 2 4 . 260 8 . 00 0 . 002 0 . 0 Pipe : 21 0 . 0 194 . 6 44 8 . 00 120 0 . 0 42 33 . 2 39 . 8 -57 . 3 23 B4 . 000 ---- 0 . 00 0 . 0 43 33 . 2 39 . 8 137 . 3 4 . 260 8 . 00 0 . 005 0 . 0 Pipe : 22 0 . 0 241 . 4 45 10 . 00 120 0 . 1 43 33 . 2 39 . 8 -46 . 9 24 B4 . 000 ---- 0 . 00 0 . 0 44 33 . 2 39 . 7 194 . 6 4 . 260 10 . 00 0 . 010 0 . 1 Pipe : 23 0 . 0 278 . 3 46 10 . 00 120 0 . 1 44 33 . 2 39 . 7 -36 . 8 25 B4 . 000 ---- 0 . 00 0 . 0 45 33 . 2 39 . 6 241 . 4 4 . 260 10 . 00 0 . 014 0 . 1 Pipe : 24 0 . 0 305 . 1 47 10 . 00 120 0 . 2 45 33 . 2 39 . 6 -26 . 9 26 B4 . 000 ---- 0 . 00 0 . 0 46 33 . 2 39 . 4 278 . 3 4 .260 10 . 00 0 . 018 0 . 2 Pipe : 25 0 . 0 323 . 6 48 8 . 00 120 0 . 2 46 33 . 2 39 . 4 -18 . 5 27 B4 . 000 ---- 0 . 00 0 . 0 47 33 . 2 39 . 2 305 . 1 4 .260 8 . 00 0 . 022 0 . 2 Pipe : 26 0 . 0 331 . 1 49 8 . 00 120 0 . 2 47 33 . 2 39 . 2 -7 . 5 28 B4 . 000 ---- 0 . 00 0 . 0 48 33 . 2 39 . 0 323 . 6 4 . 260 8 . 00 0 . 024 0 . 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA. SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 27 0 . 0 12 . 5 29 8 . 00 120 0 . 2 48 33 .2 39 . 0 318 . 7 50 B4 . 000 0 . 00 0 . 0 49 33 .2 38 . 8 331 . 1 4 .260 8 . 00 0 . 025 0 . 2 Pipe: 28 0 . 0 102 . 7 30T 10 . 00 120 0 . 2 49 33 .2 38 . 8 216. 0 51 B4 . 000 0 . 00 0 . 0 50 33 .2 38 . 6 318 . 7 4 . 260 10 . 00 0 . 024 0 . 2 Pipe: 29 0 . 0 107 . 9 31T 10 . 00 120 0 . 2 50 33 . 2 38 . 6 108 . 1 52 B4 . 000 F : 6.5 6.50 0 . 0 51 33 . 2 38 . 4 216. 0 4 . 260 16.50 0 . 012 0 . 2 Pipe: 30 0 . 0 0 . 0 10 . 00 120 0 . 0 51 33 . 2 38 . 4 108 . 1 32T B4 . 000 0 . 00 0 . 0 52 33 . 2 38 . 3 108 . 1 4 . 260 10 . 00 0 . 003 0 . 0 Pipe : 31 0 . 0 0 . 0 282 . 00 120 2 . 1 21 33 . 2 41 . 9 75 . 2 42 G3 . 000 4T: 87 . 4 87 .36 0 . 0 41 33 . 2 39 . 8 75 .2 3 . 314 369.36 0 . 006 2 . 1 Pipe : 32 0 . 0 137 . 3 43 286. 00 120 1 . 6 22 33 . 2 41 . 4 -75 . 2 41 G3 . 000 4E: 40 . 8 128 . 12 0 . 0 42 33 . 2 39 . 8 62 . 1 3 . 314 4T: 87 . 4 414 . 12 0 . 004 1 . 6 Pipe : 33 0 . 0 194 . 6 44 282 . 00 120 1 . 2 23 33 . 2 41 . 0 -137 . 3 42 G3 . 000 4T: 87 . 4 87 .36 0 . 0 43 33 . 2 39 . 8 57 . 3 3 . 314 369.36 0 . 003 1 . 2 Pipe : 34 0 . 0 241 . 4 45 282 . 00 120 0 . 9 24 33 . 2 40 . 6 -194 . 6 43 G3 . 000 4T: 87 . 4 87 .36 0 . 0 44 33 . 2 39 . 7 46 . 9 3 . 314 369.36 0 . 002 0 . 9 Pipe: 35 0 . 0 278 . 3 46 282 . 00 120 0 . 5 25 33 .2 40 . 1 -241 . 4 44 G3 . 000 4T: 87 . 4 87 .36 0 . 0 45 33 .2 39 . 6 36. 8 3 . 314 369.36 0 . 001 0 . 5 Pipe: 36 0 . 0 305 . 1 47 282 . 00 120 0 . 3 26 33 .2 39 . 7 -278 . 3 45 G3 . 000 4T: 87 . 4 87 .36 0 . 0 46 33 .2 39 . 4 26. 9 3 . 314 369.36 0 . 001 0 . 3 Pipe: 37 0 . 0 323 . 6 48 282 . 00 120 0 . 2 27 33 .2 39 . 3 -305 . 1 46 G3 . 000 4T: 87 . 4 87 .36 0 . 0 47 33 .2 39 . 2 18 . 5 3 . 314 369.36 0 . 000 0 . 2 Pipe: 38 0 . 0 331 . 1 49 282 . 00 120 0 . 0 28 33 . 2 39 . 0 -323 . 6 47 G3 . 000 4T: 87 . 4 87 .36 0 . 0 48 33 . 2 39. 0 7 . 5 3 . 314 369.36 0 . 000 0 . 0 Pipe : 39 0 . 0 1215 . 8 30 286. 00 120 0 . 1 49 33 .2 38 . 8 -1203 . 3 28 G3 . 000 4E : 40 . 8 128 . 12 0 . 0 29 33 .2 38 . 7 12 . 5 3 . 314 4T: 87 . 4 414 . 12 0 . 000 0 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA. SDF JOB TITLE: SIERRA CASTING OPS SYS. 1 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 512 . 9 12A 283 . 00 120 4 . 7 50 33 .2 38 . 6 -410 .2 30 G3 . 000 2E:20 . 4 64 . 06 1 . 3 30T 36.2 33 . 8 102 . 7 3 . 314 2T: 43 . 7 347 . 06 0 . 010 3 . 4 Pipe: 41 0 . 0 510 . 9 8A 279. 00 120 4 . 8 51 33 .2 38 . 4 -403 . 1 31 G3 . 000 2T: 43 . 7 43 . 68 1 . 3 31T 36.2 33 . 6 107 . 9 3 . 314 322 . 68 0 . 011 3 . 5 Pipe: 42 0 . 0 510 . 6 4A 279. 00 120 4 . 8 52 33 . 2 38 . 3 -402 . 5 32 G3 . 000 2T: 43 . 7 43 . 68 1 . 3 32T 36 . 2 33 . 5 108 . 1 3 . 314 322 . 68 0 . 011 3 . 5 Pipe: 43 0 . 0 512 . 9 12A 3 . 00 120 4 . 5 30 33 . 2 38 . 3 -102 . 7 50 G3 . 000 T:21 . 8 21 . 84 1 . 3 30T 36 . 2 33 . 8 410 .2 3 . 314 24 . 84 0 . 128 3 . 2 25 . 20 131 . 1 Disch Pipe: 44 0 . 0 13 . 00 120 6 . 8 30T 36 . 2 33 . 8 381 . 8 11A G3 . 000 T:21 . 8 21 . 84 0 . 0 12A 36 . 2 27 . 1 512 . 9 3 . 314 34 . 84 0 . 194 6 . 8 25 .20 128 . 3 Disch Pipe: 45 0 . 0 10 . 00 120 1 . 1 12A 36 . 2 27 . 1 253 . 5 10A G3 . 000 0 . 00 0 . 0 11A 36.2 25 . 9 381 . 8 3 . 314 10 . 00 0 . 112 1 . 1 25 . 20 126. 9 Disch Pipe: 46 0 . 0 11 . 00 120 0 . 6 11A 36 . 2 25 . 9 126. 6 9A G3 . 000 ---- 0 . 00 0 . 0 10A 36 .2 25 . 4 253 . 5 3 . 314 11 . 00 0 . 053 0 . 6 Pipe: 47 25 . 20 126. 6 Disch 9 . 00 120 0 . 1 10A 36 . 2 25 . 4 0 . 0 G3 . 000 ---- 0 . 00 0 . 0 9A 36 . 2 25 . 2 126. 6 3 . 314 9. 00 0 . 015 0 . 1 Pipe : 48 0 . 0 510 . 9 8A 3 . 00 120 4 . 4 31 33 . 2 38 . 0 -107 . 9 51 G3 . 000 T:21 . 8 21 . 84 1 . 3 31T 36 . 2 33 . 6 403 . 1 3 . 314 24 . 84 0 . 124 3 . 1 25 . 20 130 . 6 Disch Pipe: 49 0 . 0 13 . 00 120 6 . 7 31T 36 . 2 33 . 6 380 . 3 7A G3 . 000 T: 21 . 8 21 . 84 0 . 0 8A 36 . 2 26. 9 510 . 9 3 . 314 34 . 84 0 . 193 6 . 7 Pipe: 50 25 . 20 127 . 8 Disch 10 . 00 120 1 . 1 8A 36.2 26 . 9 252 . 5 6A G3 . 000 0 . 00 0 . 0 7A 36 .2 25 . 7 380 . 3 3 . 314 10 . 00 0 . 112 1 . 1 Pipe: 51 25 . 20 126. 4 Disch 11 . 00 120 0 . 6 7A 36 . 2 25 . 7 126. 1 5A G3 . 000 0 . 00 0 . 0 6A 36 . 2 25 .2 252 . 5 3 . 314 11 . 00 0 . 052 0 . 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA.SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 52 25 .20 126 . 1 Disch 9 . 00 120 0 . 1 6A 36 .2 25 .2 0 . 0 G3 . 000 0 . 00 0 . 0 5A 36 .2 25 . 0 126 . 1 3 . 314 9 . 00 0 . 014 0 . 1 Pipe : 53 0 . 0 510 . 6 4A 3 . 00 120 4 . 4 32 33 . 2 37 . 9 -108 . 1 52 G3 . 000 T:21 . 8 21 . 84 1 . 3 32T 36 .2 33 . 5 402 . 5 3 . 314 24 . 84 0 . 124 3 . 1 Pipe : 54 25 .20 130 . 5 Disch 13 . 00 120 6 . 7 32T 36 .2 33 . 5 380 . 1 3A G3 . 000 T:21 . 8 21 . 84 0 . 0 4A 36 .2 26 . 8 510 . 6 3 . 314 34 . 84 0 . 192 6 . 7 Pipe : 55 25 .20 127 . 8 Disch 10 . 00 120 1 . 1 4A 36 . 2 26 . 8 252 . 3 2A G3 . 000 0 . 00 0 . 0 3A 36 .2 25 . 7 380 . 1 3 . 314 10 . 00 0 . 111 1 . 1 Pipe : 56 25 .20 126 . 3 Disch 11 . 00 120 0 . 6 3A 36 . 2 25 . 7 126 . 0 1A G3 . 000 0 . 00 0 . 0 2A 36 .2 25 . 1 252 . 3 3 . 314 11 . 00 0 . 052 0 . 6 Pipe : 57 25 .20 126 . 0 Disch 9 . 00 120 0 . 1 2A 36 . 2 25 . 1 0 . 0 G3 . 000 0 . 00 0 . 0 1A 36 .2 25 . 0 126 . 0 3 . 314 9 . 00 0 . 014 0 . 1 NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 001 gpm and a maximum imbalance at any node of 0 . 068 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19 . 1 ft/sec at pipe 44 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYSIA.SDF JOB TITLE : SIERRA CASTING OPS SYS . 1 TREE (5) PIPE FITTINGS TABLE HASS Pipe Table Name : standard.pip PAGE : B MATERIAL: THNWL HWC : 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 4 . 260 13 . 00 26 . 00 8 . 00 29 . 00 16 . 00 3 . 00 26 . 00 26 . 00 26 . 00 6 . 50 6 . 357 18 . 00 38 . 00 11 . 00 40 . 00 13 . 00 4 . 00 35 . 00 35 . 00 38 . 00 9 . 00 8 .249 21 . 00 41 . 00 15 . 00 53 . 00 14 . 00 5 . 00 37 . 00 37 . 00 41 . 00 10 . 50 PAGE : D MATERIAL: DIRON HWC : 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 8 . 390 31 . 00 59 . 00 22 . 00 76 . 00 20 . 00 7 . 00 59 . 00 15 . 50 12 . 460 44 . 00 98 . 00 30 . 00 107 . 00 34 . 00 10 . 00 98 . 00 22 . 00 PAGE : G MATERIAL: DynaFlow HWC : 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F45Ell 3 . 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 HYDRAULIC CALCULATIONS FOR SIERRA CONSTRUCTION CASTING OPERATIONS 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-4 FILE NO . CASTINGOPS—SYS2 DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: FP-4 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED: 1518 . 9 GPM ALLOWANCE INSIDE HOSE: 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS: N/A IN—RACK SPRINKLERS: N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1768 . 9 GPM @ 67.7 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI : 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY _............................. ...... f 10/11/2020 R W Uy W :W a 'aaJ �y�Y Li OZ oLLa m o ?C9O� :_ZWZ J d .U) o e N )u c d U aLLW e3Fo E8mo Z c uw o0 oLL �a CL as CL a a c N: i..............................................F SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID WATER SUPPLY ANALYSIS Static: 82 . 00 psi Resid: 60 . 00 psi Flow: 4000 . 0 gpm 100 . 0 LEGEND 80 . 0 1 Available pressure 1 77 . 14 psi @ 1768 . 9 gpm G A 2 Required pressure U 2 67 . 74 psi @ 1768 . 9 gpm G E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 S U R E ( 20 . 0 B p s i 0 . 0 -14 . 7 8 Oil 20016002000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 . 0 60 . 0 4000 . 0 77 . 1 1768 . 9 67 . 7 Available pressure is 9. 4 psi (120) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1768 . 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1518 . 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1A 36. 4 K=25 .20 25 .2 126. 4 2A 36. 4 K=25 .20 25 . 0 126. 0 3A 36. 4 K=25 .20 25 . 0 126. 0 4A 36. 4 K=25 .20 25 . 1 126.3 5A 36. 4 K=25 .20 25 .2 126. 6 6A 36. 4 K=25 .20 25 . 1 126.2 7A 36. 4 K=25 .20 25 . 1 126.2 8A 36. 4 K=25 .20 25 .2 126.5 9A 36. 4 K=25 .20 25 . 6 127 .5 10A 36. 4 K=25 .20 25 . 4 127 . 0 11A 36. 4 K=25 .20 25 . 4 127 . 0 12A 36. 4 K=25 .20 25 . 5 127 .3 19 33 . 4 - - - - 42 . 1 - - - 20 33 . 4 - - - - 39. 6 - - - 21 33 . 4 - - - - 39. 6 - - - 22 33 . 4 - - - - 39. 5 - - - 23 33 . 4 - - - - 39. 4 - - - 24 33 . 4 - - - - 39.2 - - - 25 33 . 4 - - - - 39. 0 - - - 26 33 . 4 - - - - 38 . 9 - - - 27 33 . 4 - - - - 38 . 8 - - - 28 33 . 4 - - - - 38 . 7 - - - 29 33 . 4 - - - - 38 . 7 - - - 30 33 . 4 - - - - 38 . 6 - - - 31 33 . 4 - - - - 38 . 6 - - - 31T 36. 4 - - - - 36. 1 - - - 32 33 . 4 - - - - 38 . 6 - - - 32T 36. 4 - - - - 34 . 4 - - - 33 33 . 4 - - - - 38 . 5 - - - 33T 36. 4 - - - - 34 . 4 - - - 41 33 . 4 - - - - 37 . 6 - - - 42 33 . 4 - - - - 37 . 6 - - - 43 33 . 4 - - - - 37 . 6 - - - 44 33 . 4 - - - - 37 . 5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 45 33 . 4 - - - - 37 .2 - - - 46 33 . 4 - - - - 36. 9 - - - 47 33 . 4 - - - - 36. 6 - - - 48 33 . 4 - - - - 36. 1 - - - 48A 33 . 4 - - - - 35 . 9 - - - 48B 36. 4 - - - - 34 . 9 - - - 49 33 . 4 - - - - 35 . 3 - - - 50 33 . 4 - - - - 34 . 3 - - - 51 33 . 4 - - - - 33 . 1 - - - 52 33 . 4 - - - - 32 . 5 - - - 53 33 . 4 - - - - 32 . 3 - - - RT2 28 . 1 - - - - 46. 7 - - - RH2 1 . 7 - - - - 60 . 4 - - - DC1 1 . 7 - - - - 65 . 1 - - - DC2 1 . 7 - - - - 62 . 1 - - - RB 0 . 5 - - - - 66. 0 - - - UG1 -4 . 0 HOSE STREAM 69 . 1 250 . 0 SRC 0 . 0 SOURCE 67 . 7 1768 . 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 . SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 GRID NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 1 Source 250 . 0 Disch 72 . 50 140 -1 . 3 SRC 0 . 0 67 . 7 1518 . 9 RB D12 . 00 T: 98 . 0 108 . 00 -1 . 7 UG1 -4 . 0 69 . 1 1768 . 9 12 . 460 G: 10 . 0 180 . 50 0 . 002 0 . 4 Pipe : 2 0 . 0 0 . 0 29 . 00 140 3 . 1 UG1 -4 . 0 69 . 1 1518 . 9 DC1 D8 . 000 T: 59 . 0 66 . 00 1 . 9 RB 0 . 5 66 . 0 1518 . 9 8 . 390 G: 7 . 0 95 . 00 0 . 012 1 . 1 Pipe : 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 . 5 66 . 0 1518 . 9 DC2 B8 . 000 E : 31 . 7 31 . 73 0 . 5 DC1 1 . 7 65 . 1 1518 . 9 8 .249 33 . 65 0 . 011 0 . 4 Pipe : 4 0 . 0 Fixed Pressure Loss Device DC1 1 . 7 65 . 1 1518 . 9 RH2 3 . 0 psi, 1518 . 9 gpm DC2 1 . 7 62 . 1 1518 . 9 Pipe : 5 0 . 0 0 . 0 14 . 42 120 1 . 7 DC2 1 . 7 62 . 1 1518 . 9 RT2 B8 . 000 2E : 42 . 0 83 . 00 0 . 0 RH2 1 . 7 60 . 4 1518 . 9 8 .249 T: 41 . 0 97 . 42 0 . 017 1 . 7 Pipe : 6 0 . 0 0 . 0 T: 41 . 0 26 . 42 120 13 . 7 RH2 1 . 7 60 . 4 1518 . 9 19 B8 . 000 C : 53 . 0 108 . 00 11 . 4 RT2 28 . 1 46 . 7 1518 . 9 8 .249 B: 14 . 0 134 . 42 0 . 017 2 . 3 Pipe : 7 0 . 0 0 . 0 53 . 00 120 4 . 6 RT2 28 . 1 46 . 7 1518 . 9 20 B8 . 000 4E : 84 . 0 84 . 00 2 . 3 19 33 . 4 42 . 1 1518 . 9 8 . 249 137 . 00 0 . 017 2 . 3 Pipe : 8 0 . 0 0 . 0 110 . 58 120 2 . 4 19 33 . 4 42 . 1 1518 . 9 21 B8 . 000 E : 21 . 0 31 . 50 0 . 0 20 33 . 4 39 . 6 1518 . 9 8 . 249 F : 10 . 5 142 . 08 0 . 017 2 . 4 Pipe : 9 0 . 0 65 . 6 41 3 . 00 120 0 . 1 20 33 . 4 39 . 6 1453 . 3 22 B8 . 000 0 . 00 0 . 0 21 33 . 4 39 . 6 1518 . 9 8 . 249 3 . 00 0 . 017 0 . 1 Pipe : 10 0 . 0 69 . 8 42 8 . 00 120 0 . 1 21 33 . 4 39 . 6 1383 . 6 23 B8 . 000 0 . 00 0 . 0 22 33 . 4 39 . 5 1453 . 3 8 . 249 8 . 00 0 . 016 0 . 1 Pipe : 11 0 . 0 68 . 2 43 8 . 00 120 0 . 1 22 33 . 4 39 . 5 1315 . 4 24 B8 . 000 0 . 00 0 . 0 23 33 . 4 39 . 4 1383 . 6 8 . 249 8 . 00 0 . 014 0 . 1 Pipe : 12 0 . 0 68 . 8 44 10 . 00 120 0 . 1 23 33 . 4 39 . 4 1246 . 6 25 B8 . 000 0 . 00 0 . 0 24 33 . 4 39 . 2 1315 . 4 8 . 249 10 . 00 0 . 013 0 . 1 Pipe : 13 0 . 0 68 . 7 45 10 . 00 120 0 . 2 24 33 . 4 39 . 2 1178 . 0 26 B8 . 000 F : 10 . 5 10 . 50 0 . 0 25 33 . 4 39 . 0 1246 . 6 8 . 249 20 . 50 0 . 012 0 . 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 . SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 14 0 . 0 74 . 3 46 10 . 00 120 0 . 1 25 33 . 4 39 . 0 1103 . 7 27 B8 . 000 0 . 00 0 . 0 26 33 . 4 38 . 9 1178 . 0 8 .249 10 . 00 0 . 011 0 . 1 Pipe : 15 0 . 0 77 . 8 47 8 . 00 120 0 . 1 26 33 . 4 38 . 9 1025 . 9 28 B8 . 000 0 . 00 0 . 0 27 33 . 4 38 . 8 1103 . 7 8 . 249 8 . 00 0 . 009 0 . 1 Pipe : 16 0 . 0 89 . 3 48B 8 . 00 120 0 . 1 27 33 . 4 38 . 8 936 . 6 29 B8 . 000 0 . 00 0 . 0 28 33 . 4 38 . 7 1025 . 9 8 . 249 8 . 00 0 . 008 0 . 1 Pipe : 17 0 . 0 94 . 7 49 8 . 00 120 0 . 1 28 33 . 4 38 . 7 841 . 9 30 B8 . 000 0 . 00 0 . 0 29 33 . 4 38 . 7 936 . 6 8 . 249 8 . 00 0 . 007 0 . 1 Pipe : 18 0 . 0 110 . 5 50 10 . 00 120 0 . 1 29 33 . 4 38 . 7 731 . 4 31 B8 . 000 0 . 00 0 . 0 30 33 . 4 38 . 6 841 . 9 8 . 249 10 . 00 0 . 006 0 . 1 Pipe : 19 0 . 0 242 . 2 31T 10 . 00 120 0 . 0 30 33 . 4 38 . 6 489 . 2 32 B8 . 000 0 . 00 0 . 0 31 33 . 4 38 . 6 731 . 4 8 . 249 10 . 00 0 . 004 0 . 0 Pipe : 20 0 . 0 244 . 3 32T 10 . 00 120 0 . 0 31 33 . 4 38 . 6 245 . 0 33 B8 . 000 0 . 00 0 . 0 32 33 . 4 38 . 6 489 . 2 8 . 249 10 . 00 0 . 002 0 . 0 Pipe : 21 0 . 0 0 . 0 8 . 00 120 0 . 0 32 33 . 4 38 . 6 245 . 0 33T B8 . 000 0 . 00 0 . 0 33 33 . 4 38 . 5 245 . 0 8 . 249 8 . 00 0 . 001 0 . 0 Pipe : 22 0 . 0 135 . 4 43 8 . 00 120 0 . 0 41 33 . 4 37 . 6 -69 . 8 22 B4 . 000 ---- 0 . 00 0 . 0 42 33 . 4 37 . 6 65 . 6 4 . 260 8 . 00 0 . 001 0 . 0 Pipe : 23 0 . 0 203 . 6 44 8 . 00 120 0 . 0 42 33 . 4 37 . 6 -68 . 2 23 B4 . 000 ---- 0 . 00 0 . 0 43 33 . 4 37 . 6 135 . 4 4 . 260 8 . 00 0 . 005 0 . 0 Pipe : 24 0 . 0 272 . 3 45 10 . 00 120 0 . 1 43 33 . 4 37 . 6 -68 . 8 24 B4 . 000 ---- 0 . 00 0 . 0 44 33 . 4 37 . 5 203 . 6 4 .260 10 . 00 0 . 010 0 . 1 Pipe : 25 0 . 0 341 . 0 46 10 . 00 120 0 . 3 44 33 . 4 37 . 5 -68 . 7 25 B4 . 000 F : 6 . 5 6 . 50 0 . 0 45 33 . 4 37 . 2 272 . 3 4 .260 16 . 50 0 . 018 0 . 3 Pipe : 26 0 . 0 415 .2 47 10 . 00 120 0 . 3 45 33 . 4 37 . 2 -74 . 3 26 B4 . 000 ---- 0 . 00 0 . 0 46 33 . 4 36 . 9 341 . 0 4 . 260 10 . 00 0 . 027 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 27 0 . 0 493 . 0 48 8 . 00 120 0 . 3 46 33 . 4 36 . 9 -77 . 8 27 B4 . 000 ---- 0 . 00 0 . 0 47 33 . 4 36 . 6 415 .2 4 .260 8 . 00 0 . 039 0 . 3 Pipe: 28 0 . 0 520 . 0 48A 10 . 00 120 0 . 5 47 33 . 4 36 . 6 -27 . 0 48B B4 . 000 ---- 0 . 00 0 . 0 48 33 . 4 36 . 1 493 . 0 4 . 260 10 . 00 0 . 053 0 . 5 Pipe : 29 0 . 0 582 . 3 49 4 . 00 120 0 . 2 48 33 . 4 36 . 1 -62 . 3 48B B4 . 000 ---- 0 . 00 0 . 0 48A 33 . 4 35 . 9 520 . 0 4 . 260 4 . 00 0 . 059 0 . 2 Pipe : 30 0 . 0 677 . 0 50 8 . 00 120 0 . 6 48A 33 . 4 35 . 9 -94 . 7 29 B4 . 000 ---- 0 . 00 0 . 0 49 33 . 4 35 . 3 582 . 3 4 . 260 8 . 00 0 . 072 0 . 6 Pipe : 31 0 . 0 787 . 5 51 10 . 00 120 1 . 0 49 33 . 4 35 . 3 -110 . 5 30 B4 . 000 ---- 0 . 00 0 . 0 50 33 . 4 34 . 3 677 . 0 4 . 260 10 . 00 0 . 095 1 . 0 Pipe : 32 0 . 0 266. 7 9A 10 . 00 120 1 . 3 50 33 . 4 34 . 3 520 . 9 52 B4 . 000 0 . 00 0 . 0 51 33 . 4 33 . 1 787 . 5 4 . 260 10 . 00 0 . 126 1 . 3 Pipe : 33 0 . 0 261 . 1 5A 10 . 00 120 0 . 6 51 33 . 4 33 . 1 259 . 7 53 B4 . 000 0 . 00 0 . 0 52 33 . 4 32 . 5 520 . 9 4 . 260 10 . 00 0 . 059 0 . 6 Pipe: 34 0 . 0 0 . 0 8 . 00 120 0 . 1 52 33 . 4 32 . 5 259 . 7 1A B4 . 000 0 . 00 0 . 0 53 33 . 4 32 . 3 259 . 7 4 . 260 8 . 00 0 . 016 0 . 1 Pipe: 35 0 . 0 0 . 0 299. 00 120 1 . 9 21 33 . 4 39 . 6 65 . 6 42 G3 . 000 2E:20 . 4 151 . 42 0 . 0 41 33 . 4 37 . 6 65 . 6 3 . 314 6T131 . 0 450 . 42 0 . 004 1 . 9 Pipe: 36 0 . 0 135 . 4 43 291 . 00 120 1 . 8 22 33 . 4 39 . 5 -65 . 6 41 G3 . 000 4T: 87 . 4 87 .36 0 . 0 42 33 . 4 37 . 6 69. 8 3 . 314 378 .36 0 . 005 1 . 8 Pipe: 37 0 . 0 203 . 6 44 291 . 00 120 1 . 8 23 33 . 4 39 . 4 -135 . 4 42 G3 . 000 4T: 87 . 4 87 .36 0 . 0 43 33 . 4 37 . 6 68 .2 3 . 314 378 .36 0 . 005 1 . 8 Pipe: 38 0 . 0 272 . 3 45 291 . 00 120 1 . 7 24 33 . 4 39 . 2 -203 . 6 43 G3 . 000 E: 10 .2 75 . 71 0 . 0 44 33 . 4 37 . 5 68 . 8 3 . 314 3T: 65 .5 366. 71 0 . 005 1 . 7 Pipe: 39 0 . 0 341 . 0 46 291 . 00 120 1 . 8 25 33 . 4 39 . 0 -272 . 3 44 G3 . 000 4T: 87 . 4 87 .36 0 . 0 45 33 . 4 37 . 2 68 . 7 3 . 314 378 .36 0 . 005 1 . 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 415 .2 47 293 . 00 120 1 . 9 26 33 . 4 38 . 9 -341 . 0 45 G3 . 000 2E:20 . 4 64 . 06 0 . 0 46 33 . 4 36. 9 74 . 3 3 . 314 2T: 43 . 7 357 . 06 0 . 005 1 . 9 Pipe: 41 0 . 0 493 . 0 48 293 . 00 120 2 . 2 27 33 . 4 38 . 8 -415 .2 46 G3 . 000 3E:30 . 6 74 .25 0 . 0 47 33 . 4 36. 6 77 . 8 3 . 314 2T: 43 . 7 367 .25 0 . 006 2 . 2 Pipe: 42 0 . 0 62 . 3 48A 271 . 00 120 3 . 9 28 33 . 4 38 . 7 27 . 0 48 G3 . 000 3T: 65 . 5 65 .52 1 . 3 48B 36 . 4 34 . 9 89. 3 3 . 314 336.52 0 . 008 2 . 6 Pipe: 43 0 . 0 520 . 0 48A 22 . 00 120 -1 . 2 48B 36 . 4 34 . 9 -493 . 0 47 G3 . 000 E : 10 . 2 53 . 87 -1 . 3 48 33 . 4 36 . 1 27 . 0 3 . 314 2T: 43 . 7 75 . 87 0 . 001 0 . 1 Pipe: 44 0 . 0 582 . 3 49 22 . 00 120 -1 . 0 48B 36 . 4 34 . 9 -520 . 0 48 G3 . 000 E: 10 .2 53 . 87 -1 . 3 48A 33 . 4 35 . 9 62 . 3 3 . 314 2T: 43 . 7 75 . 87 0 . 004 0 . 3 Pipe: 45 0 . 0 677 . 0 50 291 . 00 120 3 . 4 29 33 . 4 38 . 7 -582 . 3 48A G3 . 000 2E:20 . 4 107 . 74 0 . 0 49 33 . 4 35 . 3 94 . 7 3 . 314 4T: 87 . 4 398 . 74 0 . 009 3 . 4 Pipe: 46 0 . 0 787 . 5 51 291 . 00 120 4 . 3 30 33 . 4 38 . 6 -677 . 0 49 G3 . 000 4T: 87 . 4 87 .36 0 . 0 50 33 . 4 34 . 3 110 . 5 3 . 314 378 .36 0 . 011 4 . 3 Pipe: 47 0 . 0 0 . 0 3 . 00 120 2 . 5 31 33 . 4 38 . 6 242 . 2 12A B3 . 000 T : 20 . 0 20 . 00 1 . 3 31T 36 . 4 36 . 1 242 .2 3 . 260 23 . 00 0 . 052 1 . 2 25 . 20 127 . 3 Disch Pipe: 48 0 . 0 196. 00 120 10 . 5 31T 36 . 4 36 . 1 114 . 8 11A G3 . 000 T:21 . 8 21 . 84 0 . 0 12A 36 . 4 25 . 5 242 .2 3 . 314 217 . 84 0 . 048 10 . 5 25 .20 127 . 0 Disch Pipe: 49 0 . 0 9 . 00 120 0 . 1 12A 36 . 4 25 . 5 -12 .2 10A G3 . 000 ---- 0 . 00 0 . 0 11A 36 . 4 25 . 4 114 . 8 3 . 314 9 . 00 0 . 012 0 . 1 Pipe: 50 25 .20 127 . 0 Disch 10 . 00 120 0 . 0 11A 36 . 4 25 . 4 -114 . 9 G3 . 000 ---- 0 . 00 0 . 0 10A 36 . 4 25 . 4 12 .2 3 . 314 10 . 00 0 . 000 0 . 0 Pipe : 51 25 .20 127 . 0 Disch 10 . 00 120 0 . 2 9A 36 . 4 25 . 6 12 .2 G3 . 000 0 . 00 0 . 0 10A 36 . 4 25 . 4 139.2 3 . 314 10 . 00 0 . 017 0 . 2 25 .20 127 . 5 Disch Pipe : 52 0 . 0 63 . 00 120 7 . 5 51 33 . 4 33 . 1 139.2 10A G3 . 000 2T: 43 . 7 43 . 68 1 . 3 9A 36 . 4 25 . 6 266. 7 3 . 314 106 . 68 0 . 058 6 . 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 GRID Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not, To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 53 0 . 0 0 . 0 33 . 00 120 4 . 1 32 33 . 4 38 . 6 244 . 3 8A B3 . 000 T: 20 . 0 20 . 00 1 . 3 32T 36. 4 34 . 4 244 . 3 3 .260 53 . 00 0 . 053 2 . 8 Pipe: 54 25 . 20 126 . 5 Disch 166. 00 120 9 . 2 32T 36 . 4 34 . 4 117 . 8 7A G3 . 000 T: 21 . 8 21 . 84 0 . 0 8A 36 . 4 25 . 2 244 . 3 3 . 314 187 . 84 0 . 049 9 . 2 Pipe: 55 25 . 20 126 .2 Disch 9 . 00 120 0 . 1 8A 36 . 4 25 . 2 -8 . 4 6A G3 . 000 ---- 0 . 00 0 . 0 7A 36 . 4 25 . 1 117 . 8 3 . 314 9 . 00 0 . 013 0 . 1 Pipe : 56 25 . 20 126.2 Disch 10 . 00 120 0 . 0 7A 36 . 4 25 . 1 -117 . 8 G3 . 000 ---- 0 . 00 0 . 0 6A 36 . 4 25 . 1 8 . 4 3 . 314 10 . 00 0 . 000 0 . 0 Pipe: 57 25 . 20 126 . 2 Disch 10 . 00 120 0 . 2 5A 36 . 4 25 . 2 8 . 4 G3 . 000 0 . 00 0 . 0 6A 36 . 4 25 . 1 134 . 5 3 . 314 10 . 00 0 . 016 0 . 2 Pipe: 58 25 . 20 126. 6 Disch 63 . 00 120 7 . 2 52 33 . 4 32 . 5 134 . 5 6A G3 . 000 2T: 43 . 7 43 . 68 1 . 3 5A 36 . 4 25 . 2 261 . 1 3 . 314 106. 68 0 . 056 5 . 9 Pipe: 59 0 . 0 0 . 0 33 . 00 120 4 . 1 33 33 . 4 38 . 5 245 . 0 4A B3 . 000 T: 20 . 0 20 . 00 1 . 3 33T 36 . 4 34 . 4 245 . 0 3 . 260 53 . 00 0 . 054 2 . 8 Pipe: 60 25 .20 126. 3 Disch 166. 00 120 9 . 3 33T 36 . 4 34 . 4 118 . 7 3A G3 . 000 T:21 . 8 21 . 84 0 . 0 4A 36 . 4 25 . 1 245 . 0 3 . 314 187 . 84 0 . 049 9 . 3 Pipe: 61 25 .20 126. 0 Disch 9 . 00 120 0 . 1 4A 36. 4 25 . 1 -7 . 3 2A G3 . 000 ---- 0 . 00 0 . 0 3A 36. 4 25 . 0 118 . 7 3 . 314 9 . 00 0 . 013 0 . 1 Pipe: 62 25 .20 126 . 0 Disch 10 . 00 120 0 . 0 3A 36. 4 25 . 0 -118 . 7 G3 . 000 ---- 0 . 00 0 . 0 2A 36. 4 25 . 0 7 . 3 3 . 314 10 . 00 0 . 000 0 . 0 Pipe: 63 25 .20 126 . 0 Disch 10 . 00 120 0 . 2 lA 36. 4 25 . 2 7 . 3 G3 . 000 0 . 00 0 . 0 2A 36. 4 25 . 0 133 . 3 3 . 314 10 . 00 0 . 016 0 . 2 Pipe: 64 25 . 20 126. 4 Disch 63 . 00 120 7 . 2 53 33 . 4 32 . 3 133 . 3 2A G3 . 000 2T: 43 . 7 43 . 68 1 . 3 1A 36 . 4 25 .2 259. 7 3 . 314 106. 68 0 . 055 5 . 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 GRID NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc . 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 001 gpm and a maximum imbalance at any node of 0 . 061 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17 . 7 ft/sec at pipe 32 . (4) a. System remote area HAS been proven or 'peaked' . b. Minimum pressure at any sprinkler: 25 . 000 psi c . Minimum pressure with remote area shifted one sprinkler space toward left cross main: 25 . 002 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 25 . 016 psi (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (6) PIPE FITTINGS TABLE HASS Pipe Table Name : standard.pip PAGE : B MATERIAL: THNWL HWC : 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 3 . 260 10 . 00 20 . 00 7 . 00 22 . 00 14 . 00 1 . 00 18 . 00 18 . 00 20 . 00 5 . 00 4 . 260 13 . 00 26 . 00 8 . 00 29 . 00 16 . 00 3 . 00 26 . 00 26 . 00 26 . 00 6 . 50 8 .249 21 . 00 41 . 00 15 . 00 53 . 00 14 . 00 5 . 00 37 . 00 37 . 00 41 . 00 10 . 50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE : 10/9/2020ATIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2 .SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 GRID PAGE : D MATERIAL: DIRON HWC : 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 8 . 390 31 . 00 59 . 00 22 . 00 76 . 00 20 . 00 7 . 00 59 . 00 15 . 50 12 . 460 44 . 00 98 . 00 30 . 00 107 . 00 34 . 00 10 . 00 98 . 00 22 . 00 PAGE : G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F45Ell 3 . 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 Intentionally Blank HYDRAULIC CALCULATIONS FOR SIERRA CONSTRUCTION CASTING OPERATIONS 6108 188th STREET NE ARLINGTON, WA DRAWING NO. FP-3 FILE NO . CASTINGOPS—SYS2A DATE: OCT 9, 2020 DESIGN DATA REMOTE AREA NUMBER: 2A REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (25 PSI EHP) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR PENDENT SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED: 1532 .5 GPM ALLOWANCE INSIDE HOSE: 0 GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS: N/A IN—RACK SPRINKLERS: N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1782 .5 GPM @ 66.5 PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: LOCATION: SITE STATIC PSI : 82 PSI RESIDUAL PSI : 60 PSI GPM FLOW: 4000 GPM ELEVATION: X FT DATE: X INSTALLING CONTRACTOR: PATRIOT FIRE PROTECTION, INC. ADDRESS: 2707 70TH AVENUE EAST, TACOMA WA 98424 NAME OF DESIGNER: PIETRO DEMONTE PHONE NUMBER: (253) 926-2290 AUTHORITY HAVING JURISDICTION: PIERCE COUNTY _...........................egg......... " ° R 10/11/2020 W _ a = UN 2y N p Wf 2• ~WW HaJ U :NAY C O? OWa m O .•C9O`� N � :Z_W Z J N \` LL =QUU O ud � W U a 0OLu 0. ul�naa `m N= ..............................................0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 TREE WATER SUPPLY ANALYSIS Static: 82 . 00 psi Resid: 60 . 00 psi Flow: 4000 . 0 gpm 100 . 0 LEGEND 80 . 0 1 Available pressure 1 77 . 07 psi @ 1782 . 5 gpm G A 2 Required pressure U 2 66 . 50 psi @ 1782 . 5 gpm G E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 S U R E ( 20 . 0 B P s i 0 . 0 -14 . 7 8 Oil 20016002000 2400 2800 3200 3600 4000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 TREE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 82 . 0 60 . 0 4000 . 0 77 . 1 1782 .5 66.5 Available pressure is 10 . 6 psi (14%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1782 . 5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1532 . 5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1A 36. 4 K=25 .20 25 . 0 126 . 0 2A 36. 4 K=25 .20 25 . 1 126 . 3 3A 36. 4 K=25 .20 25 . 7 127 . 8 4A 36. 4 K=25 .20 26. 8 130 .5 5A 36. 4 K=25 .20 25 . 0 126. 0 6A 36. 4 K=25 .20 25 . 1 126. 4 7A 36. 4 K=25 .20 25 . 7 127 . 8 8A 36. 4 K=25 .20 26. 8 130 .5 9A 36. 4 K=25 .20 25 . 1 126. 1 10A 36. 4 K=25 .20 25 .2 126.5 11A 36. 4 K=25 .20 25 . 8 127 . 9 12A 36. 4 K=25 .20 26. 9 130 . 7 19 33 . 4 - - - - 40 . 3 - - - 20 33 . 4 - - - - 37 . 9 - - - 21 33 . 4 - - - - 37 . 8 - - - 22 33 . 4 - - - - 37 . 7 - - - 23 33 . 4 - - - - 37 . 6 - - - 24 33 . 4 - - - - 37 . 4 - - - 25 33 . 4 - - - - 37 . 1 - - - 26 33 . 4 - - - - 37 . 0 - - - 27 33 . 4 - - - - 36. 9 - - - 28 33 . 4 - - - - 36. 8 - - - 29 33 . 4 - - - - 36. 7 - - - 30 33 . 4 - - - - 36. 5 - - - 31T 36. 4 - - - - 31 . 9 - - - 31 33 . 4 - - - - 36. 4 - - - 32T 36. 4 - - - - 31 . 8 - - - 32 33 . 4 - - - - 36. 4 - - - 33T 36. 4 - - - - 31 . 8 - - - 33 33 . 4 - - - - 36. 4 - - - 41 33 . 4 - - - - 37 . 0 - - - 42 33 . 4 - - - - 37 . 0 - - - 43 33 . 4 - - - - 37 . 0 - - - 44 33 . 4 - - - - 37 . 0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 TREE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 45 33 . 4 - - - - 36. 9 - - - 46 33 . 4 - - - - 36. 8 - - - 47 33 . 4 - - - - 36. 7 - - - 48 33 . 4 - - - - 36. 6 - - - 48A 33 . 4 - - - - 36. 5 - - - 48B 36. 4 - - - - 35 . 3 - - - 49 33 . 4 - - - - 36. 4 - - - 50 33 . 4 - - - - 36. 3 - - - 51 33 . 4 - - - - 36. 1 - - - 52 33 . 4 - - - - 36. 0 - - - 53 33 . 4 - - - - 36. 0 - - - RT2 28 . 1 - - - - 45 . 0 - - - RH2 1 . 7 - - - - 58 . 8 - - - DC1 1 . 7 - - - - 63 . 5 - - - DC2 1 . 7 - - - - 60 . 5 - - - RB 0 . 5 - - - - 64 . 4 - - - UG1 -4 . 0 HOSE STREAM 67 . 8 250 . 0 SRC 0 . 0 SOURCE 66. 5 1782 . 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 TREE NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 1 Source 250 . 0 Disch 72 . 50 140 -1 . 3 SRC 0 . 0 66 . 5 1532 . 5 RB D12 . 00 T: 98 . 0 108 . 00 -1 . 7 UG1 -4 . 0 67 . 8 1782 . 5 12 . 460 G: 10 . 0 180 . 50 0 . 002 0 . 4 Pipe : 2 0 . 0 0 . 0 59 . 00 140 3 . 4 UG1 -4 . 0 67 . 8 1532 . 5 DC1 D8 . 000 T: 59 . 0 66 . 00 1 . 9 RB 0 . 5 64 . 4 1532 . 5 8 . 390 G: 7 . 0 125 . 00 0 . 012 1 . 5 Pipe : 3 0 . 0 0 . 0 1 . 92 150 0 . 9 RB 0 . 5 64 . 4 1532 . 5 DC2 B8 . 000 E : 31 . 7 31 . 73 0 . 5 DC1 1 . 7 63 . 5 1532 . 5 8 .249 33 . 65 0 . 011 0 . 4 Pipe : 4 0 . 0 Fixed Pressure Loss Device DC1 1 . 7 63 . 5 1532 . 5 RH2 3 . 0 psi, 1532 . 5 gpm DC2 1 . 7 60 . 5 1532 . 5 Pipe : 5 0 . 0 0 . 0 14 . 42 120 1 . 7 DC2 1 . 7 60 . 5 1532 . 5 RT2 B8 . 000 2E : 42 . 0 83 . 00 0 . 0 RH2 1 . 7 58 . 8 1532 . 5 8 .249 T: 41 . 0 97 . 42 0 . 017 1 . 7 Pipe : 6 0 . 0 0 . 0 T: 41 . 0 26 . 42 120 13 . 8 RH2 1 . 7 58 . 8 1532 . 5 19 B8 . 000 C : 53 . 0 108 . 00 11 . 4 RT2 28 . 1 45 . 0 1532 . 5 8 .249 B: 14 . 0 134 . 42 0 . 017 2 . 3 Pipe : 7 0 . 0 0 . 0 53 . 00 120 4 . 7 RT2 28 . 1 45 . 0 1532 . 5 20 B8 . 000 4E : 84 . 0 84 . 00 2 . 3 19 33 . 4 40 . 3 1532 . 5 8 . 249 137 . 00 0 . 017 2 . 4 Pipe : 8 0 . 0 0 . 0 110 . 58 120 2 . 5 19 33 . 4 40 . 3 1532 . 5 21 B8 . 000 E : 21 . 0 31 . 50 0 . 0 20 33 . 4 37 . 9 1532 . 5 8 . 249 F : 10 . 5 142 . 08 0 . 017 2 . 5 Pipe : 9 0 . 0 40 . 7 41 3 . 00 120 0 . 1 20 33 . 4 37 . 9 1491 . 8 22 B8 . 000 0 . 00 0 . 0 21 33 . 4 37 . 8 1532 . 5 8 . 249 3 . 00 0 . 017 0 . 1 Pipe : 10 0 . 0 40 . 7 42 8 . 00 120 0 . 1 21 33 . 4 37 . 8 1451 . 1 23 B8 . 000 0 . 00 0 . 0 22 33 . 4 37 . 7 1491 . 8 8 . 249 8 . 00 0 . 016 0 . 1 Pipe : 11 0 . 0 36 . 9 43 8 . 00 120 0 . 1 22 33 . 4 37 . 7 1414 . 2 24 B8 . 000 0 . 00 0 . 0 23 33 . 4 37 . 6 1451 . 1 8 . 249 8 . 00 0 . 016 0 . 1 Pipe : 12 0 . 0 33 . 4 44 10 . 00 120 0 . 1 23 33 . 4 37 . 6 1380 . 8 25 B8 . 000 0 . 00 0 . 0 24 33 . 4 37 . 4 1414 . 2 8 . 249 10 . 00 0 . 015 0 . 1 Pipe : 13 0 . 0 24 . 3 45 10 . 00 120 0 . 3 24 33 . 4 37 . 4 1356 . 5 26 B8 . 000 F : 10 . 5 10 . 50 0 . 0 25 33 . 4 37 . 1 1380 . 8 8 . 249 20 . 50 0 . 014 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 14 0 . 0 21 . 8 46 10 . 00 120 0 . 1 25 33 . 4 37 . 1 1334 . 8 27 B8 . 000 0 . 00 0 . 0 26 33 . 4 37 . 0 1356 . 5 8 .249 10 . 00 0 . 014 0 . 1 Pipe : 15 0 . 0 19 . 7 47 8 . 00 120 0 . 1 26 33 . 4 37 . 0 1315 . 1 28 B8 . 000 0 . 00 0 . 0 27 33 . 4 36 . 9 1334 . 8 8 . 249 8 . 00 0 . 013 0 . 1 Pipe : 16 0 . 0 21 . 5 48B 8 . 00 120 0 . 1 27 33 . 4 36 . 9 1293 . 6 29 B8 . 000 0 . 00 0 . 0 28 33 . 4 36 . 8 1315 . 1 8 . 249 8 . 00 0 . 013 0 . 1 Pipe : 17 0 . 0 22 . 6 49 8 . 00 120 0 . 1 28 33 . 4 36 . 8 1271 . 0 30 B8 . 000 0 . 00 0 . 0 29 33 . 4 36 . 7 1293 . 6 8 . 249 8 . 00 0 . 013 0 . 1 Pipe : 18 0 . 0 25 . 4 50 10 . 00 120 0 . 1 29 33 . 4 36 . 7 1245 . 7 31 B8 . 000 0 . 00 0 . 0 30 33 . 4 36 . 5 1271 . 0 8 . 249 10 . 00 0 . 012 0 . 1 Pipe : 19 0 . 0 415 . 1 31T 10 . 00 120 0 . 1 30 33 . 4 36 . 5 830 . 6 32 B8 . 000 0 . 00 0 . 0 31 33 . 4 36 . 4 1245 . 7 8 . 249 10 . 00 0 . 012 0 . 1 Pipe : 20 0 . 0 415 . 3 32T 10 . 00 120 0 . 1 31 33 . 4 36 . 4 415 . 3 33 B8 . 000 0 . 00 0 . 0 32 33 . 4 36 . 4 830 . 6 8 . 249 10 . 00 0 . 006 0 . 1 Pipe : 21 0 . 0 0 . 0 8 . 00 120 0 . 0 32 33 . 4 36 . 4 415 . 3 33T B8 . 000 0 . 00 0 . 0 33 33 . 4 36 . 4 415 . 3 8 . 249 8 . 00 0 . 002 0 . 0 Pipe : 22 0 . 0 81 . 3 43 8 . 00 120 0 . 0 41 33 . 4 37 . 0 -40 . 7 22 B4 . 000 ---- 0 . 00 0 . 0 42 33 . 4 37 . 0 40 . 7 4 . 260 8 . 00 0 . 001 0 . 0 Pipe : 23 0 . 0 118 . 3 44 8 . 00 120 0 . 0 42 33 . 4 37 . 0 -36 . 9 23 B4 . 000 ---- 0 . 00 0 . 0 43 33 . 4 37 . 0 81 . 3 4 . 260 8 . 00 0 . 002 0 . 0 Pipe : 24 0 . 0 151 . 7 45 10 . 00 120 0 . 0 43 33 . 4 37 . 0 -33 . 4 24 B4 . 000 ---- 0 . 00 0 . 0 44 33 . 4 37 . 0 118 . 3 4 .260 10 . 00 0 . 004 0 . 0 Pipe : 25 0 . 0 175 . 9 46 10 . 00 120 0 . 1 44 33 . 4 37 . 0 -24 . 3 25 B4 . 000 F : 6 . 5 6 . 50 0 . 0 45 33 . 4 36 . 9 151 . 7 4 .260 16 . 50 0 . 006 0 . 1 Pipe : 26 0 . 0 197 . 7 47 10 . 00 120 0 . 1 45 33 . 4 36 . 9 -21 . 8 26 B4 . 000 ---- 0 . 00 0 . 0 46 33 . 4 36 . 8 175 . 9 4 . 260 10 . 00 0 . 008 0 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq. Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe : 27 0 . 0 217 . 4 48 8 . 00 120 0 . 1 46 33 . 4 36 . 8 -19 . 7 27 B4 . 000 ---- 0 . 00 0 . 0 47 33 . 4 36 . 7 197 . 7 4 .260 8 . 00 0 . 010 0 . 1 Pipe : 28 0 . 0 1 .2 48B 10 . 00 120 0 . 1 47 33 . 4 36 . 7 216 . 1 48A B4 . 000 0 . 00 0 . 0 48 33 . 4 36 . 6 217 . 4 4 . 260 10 . 00 0 . 012 0 . 1 Pipe : 29 0 . 0 238 . 8 49 4 . 00 120 0 . 0 48 33 . 4 36 . 6 -22 . 7 48B B4 . 000 ---- 0 . 00 0 . 0 48A 33 . 4 36 . 5 216 . 1 4 . 260 4 . 00 0 . 012 0 . 0 Pipe : 30 0 . 0 261 . 4 50 8 . 00 120 0 . 1 48A 33 . 4 36 . 5 -22 . 6 29 B4 . 000 ---- 0 . 00 0 . 0 49 33 . 4 36 . 4 238 . 8 4 . 260 8 . 00 0 . 014 0 . 1 Pipe : 31 0 . 0 286 . 8 51 10 . 00 120 0 . 2 49 33 . 4 36 . 4 -25 . 4 30 B4 . 000 ---- 0 . 00 0 . 0 50 33 . 4 36 . 3 261 . 4 4 . 260 10 . 00 0 . 016 0 . 2 Pipe : 32 0 . 0 96 . 0 31T 10 . 00 120 0 . 2 50 33 . 4 36 . 3 190 . 7 52 B4 . 000 0 . 00 0 . 0 51 33 . 4 36 . 1 286 . 8 4 . 260 10 . 00 0 . 019 0 . 2 Pipe : 33 0 . 0 95 . 4 32T 10 . 00 120 0 . 1 51 33 . 4 36 . 1 95 . 3 53 B4 . 000 0 . 00 0 . 0 52 33 . 4 36 . 0 190 . 7 4 . 260 10 . 00 0 . 009 0 . 1 Pipe : 34 0 . 0 0 . 0 8 . 00 120 0 . 0 52 33 . 4 36 . 0 95 . 3 33T B4 . 000 0 . 00 0 . 0 53 33 . 4 36 . 0 95 . 3 4 . 260 8 . 00 0 . 003 0 . 0 Pipe : 35 0 . 0 0 . 0 299 . 00 120 0 . 8 21 33 . 4 37 . 8 40 . 7 42 G3 . 000 2E : 20 . 4 151 . 42 0 . 0 41 33 . 4 37 . 0 40 . 7 3 . 314 6T131 . 0 450 . 42 0 . 002 0 . 8 Pipe : 36 0 . 0 81 . 3 43 291 . 00 120 0 . 7 22 33 . 4 37 . 7 -40 . 7 41 G3 . 000 4T : 87 . 4 87 . 36 0 . 0 42 33 . 4 37 . 0 40 . 7 3 . 314 378 . 36 0 . 002 0 . 7 Pipe : 37 0 . 0 118 . 3 44 291 . 00 120 0 . 6 23 33 . 4 37 . 6 -81 . 3 42 G3 . 000 4T : 87 . 4 87 . 36 0 . 0 43 33 . 4 37 . 0 36 . 9 3 . 314 378 . 36 0 . 001 0 . 6 Pipe : 38 0 . 0 151 . 7 45 291 . 00 120 0 . 5 24 33 . 4 37 . 4 -118 . 3 43 G3 . 000 E : 10 . 2 75 . 71 0 . 0 44 33 . 4 37 . 0 33 . 4 3 . 314 3T: 65 . 5 366 . 71 0 . 001 0 . 5 Pipe : 39 0 . 0 175 . 9 46 291 . 00 120 0 . 3 25 33 . 4 37 . 1 -151 . 7 44 G3 . 000 4T: 87 . 4 87 . 36 0 . 0 45 33 . 4 36 . 9 24 . 3 3 . 314 378 . 36 0 . 001 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) Pipe: 40 0 . 0 197 . 7 47 293 . 00 120 0 . 2 26 33 . 4 37 . 0 -175 . 9 45 G3 . 000 2E:20 . 4 64 . 06 0 . 0 46 33 . 4 36 . 8 21 . 8 3 . 314 2T: 43 . 7 357 . 06 0 . 001 0 . 2 Pipe: 41 0 . 0 217 . 4 48 293 . 00 120 0 . 2 27 33 . 4 36 . 9 -197 . 7 46 G3 . 000 E: 10 .2 75 . 71 0 . 0 47 33 . 4 36 . 7 19. 7 3 . 314 3T: 65 .5 368 . 71 0 . 000 0 . 2 Pipe: 42 0 . 0 22 . 7 48A 271 . 00 120 1 . 5 28 33 . 4 36 . 8 -1 .2 48 G3 . 000 3T: 65 . 5 65 .52 1 . 3 48B 36 . 4 35 . 3 21 . 5 3 . 314 336.52 0 . 001 0 . 2 Pipe: 43 0 . 0 22 . 7 48A 22 . 00 120 1 . 3 48 33 . 4 36 . 6 -21 . 5 28 G3 . 000 E : 10 . 2 53 . 87 1 . 3 48B 36 . 4 35 . 3 1 .2 3 . 314 2T: 43 . 7 75 . 87 0 . 000 0 . 0 Pipe: 44 0 . 0 238 . 8 49 22 . 00 120 -1 . 3 48B 36 . 4 35 . 3 -216. 1 48 G3 . 000 E: 10 .2 53 . 87 -1 . 3 48A 33 . 4 36 . 5 22 . 7 3 . 314 2T: 43 . 7 75 . 87 0 . 001 0 . 0 Pipe: 45 0 . 0 261 . 4 50 291 . 00 120 0 . 2 29 33 . 4 36 . 7 -238 . 8 48A G3 . 000 2E:20 . 4 107 . 74 0 . 0 49 33 . 4 36 . 4 22 . 6 3 . 314 4T: 87 . 4 398 . 74 0 . 001 0 . 2 Pipe: 46 0 . 0 286. 8 51 291 . 00 120 0 . 3 30 33 . 4 36 . 5 -261 . 4 49 G3 . 000 4T: 87 . 4 87 .36 0 . 0 50 33 . 4 36 . 3 25 . 4 3 . 314 378 .36 0 . 001 0 . 3 Pipe: 47 0 . 0 511 .2 12A 288 . 00 120 4 . 2 51 33 . 4 36 . 1 -415 . 1 31 G3 . 000 2T: 43 . 7 43 . 68 1 . 3 31T 36 . 4 31 . 9 96. 0 3 . 314 331 . 68 0 . 009 2 . 9 Pipe: 48 0 . 0 510 . 7 8A 288 . 00 120 4 . 2 52 33 . 4 36 . 0 -415 . 3 32 G3 . 000 2T: 43 . 7 43 . 68 1 . 3 32T 36. 4 31 . 8 95 . 4 3 . 314 331 . 68 0 . 009 2 . 9 Pipe: 49 0 . 0 510 . 6 4A 288 . 00 120 4 . 2 53 33 . 4 36 . 0 -415 . 3 33 G3 . 000 2T: 43 . 7 43 . 68 1 . 3 33T 36. 4 31 . 8 95 . 3 3 . 314 331 . 68 0 . 009 2 . 9 Pipe: 50 0 . 0 511 .2 12A 3 . 00 120 4 . 6 31 33 . 4 36 . 4 -96. 0 51 G3 . 000 T: 21 . 8 21 . 84 1 . 3 31T 36. 4 31 . 9 415 . 1 3 . 314 24 . 84 0 . 131 3 . 3 25 . 20 130 . 7 Disch Pipe: 51 0 . 0 4 . 00 120 5 . 0 31T 36 . 4 31 . 9 380 . 5 11A G3 . 000 T:21 . 8 21 . 84 0 . 0 12A 36 . 4 26 . 9 511 .2 3 . 314 25 . 84 0 . 193 5 . 0 25 . 20 127 . 9 Disch Pipe: 52 0 . 0 10 . 00 120 1 . 1 12A 36 . 4 26 . 9 252 . 6 10A G3 . 000 0 . 00 0 . 0 11A 36 . 4 25 . 8 380 . 5 3 . 314 10 . 00 0 . 112 1 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A. SDF JOB TITLE: SIERRA CASTING OPS SYS. 2 TREE Pipe Tag K-fac Add Fl Add Fl To Fit : L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Not To Node El (ft) PT Tot . (Q) Disch Act ID (ft . ) T Pf/ft . (Pf) 25 . 20 126. 5 Disch Pipe : 53 0 . 0 11 . 00 120 0 . 6 11A 36 . 4 25 . 8 126. 1 9A G3 . 000 ---- 0 . 00 0 . 0 10A 36 . 4 25 . 2 252 . 6 3 . 314 11 . 00 0 . 052 0 . 6 Pipe: 54 25 .20 126. 1 Disch 9 . 00 120 0 . 1 10A 36 . 4 25 .2 0 . 0 G3 . 000 ---- 0 . 00 0 . 0 9A 36 . 4 25 . 1 126. 1 3 . 314 9. 00 0 . 014 0 . 1 Pipe: 55 0 . 0 510 . 7 8A 3 . 00 120 4 . 6 32 33 . 4 36 . 4 -95 . 4 52 G3 . 000 T:21 . 8 21 . 84 1 . 3 32T 36 . 4 31 . 8 415 . 3 3 . 314 24 . 84 0 . 131 3 . 3 Pipe: 56 25 .20 130 . 5 Disch 4 . 00 120 5 . 0 32T 36 . 4 31 . 8 380 .2 7A G3 . 000 T:21 . 8 21 . 84 0 . 0 8A 36 . 4 26. 8 510 . 7 3 . 314 25 . 84 0 . 193 5 . 0 Pipe: 57 25 . 20 127 . 8 Disch 10 . 00 120 1 . 1 8A 36 . 4 26 . 8 252 . 4 6A G3 . 000 ---- 0 . 00 0 . 0 7A 36 . 4 25 . 7 380 .2 3 . 314 10 . 00 0 . 112 1 . 1 Pipe: 58 25 . 20 126. 4 Disch 11 . 00 120 0 . 6 7A 36 . 4 25 . 7 126. 0 5A G3 . 000 ---- 0 . 00 0 . 0 6A 36 . 4 25 . 1 252 . 4 3 . 314 11 . 00 0 . 052 0 . 6 Pipe: 59 25 . 20 126. 0 Disch 9. 00 120 0 . 1 6A 36 . 4 25 . 1 0 . 0 G3 . 000 ---- 0 . 00 0 . 0 5A 36 . 4 25 . 0 126. 0 3 . 314 9. 00 0 . 014 0 . 1 Pipe: 60 0 . 0 510 . 6 4A 3 . 00 120 4 . 6 33 33 . 4 36 . 4 -95 . 3 53 G3 . 000 T:21 . 8 21 . 84 1 . 3 33T 36 . 4 31 . 8 415 . 3 3 . 314 24 . 84 0 . 131 3 . 3 Pipe: 61 25 . 20 130 . 5 Disch 4 . 00 120 5 . 0 33T 36 . 4 31 . 8 380 . 1 3A G3 . 000 T:21 . 8 21 . 84 0 . 0 4A 36 . 4 26 . 8 510 . 6 3 . 314 25 . 84 0 . 192 5 . 0 Pipe: 62 25 . 20 127 . 8 Disch 10 . 00 120 1 . 1 4A 36 . 4 26 . 8 252 . 3 2A G3 . 000 ---- 0 . 00 0 . 0 3A 36 . 4 25 . 7 380 . 1 3 . 314 10 . 00 0 . 111 1 . 1 Pipe: 63 25 . 20 126. 3 Disch 11 . 00 120 0 . 6 3A 36 . 4 25 . 7 126. 0 1A G3 . 000 ---- 0 . 00 0 . 0 2A 36 . 4 25 . 1 252 . 3 3 . 314 11 . 00 0 . 052 0 . 6 Pipe: 64 25 .20 126. 0 Disch 9. 00 120 0 . 1 2A 36. 4 25 . 1 0 . 0 G3 . 000 ---- 0 . 00 0 . 0 lA 36. 4 25 . 0 126. 0 3 . 314 9. 00 0 . 014 0 . 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE : 10/9/2020TIONS\DOCUMENTS\HYDRAULIC CALCULATIONS\CASTINGOP-SYS2A.SDF JOB TITLE : SIERRA CASTING OPS SYS . 2 TREE NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc . 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0 . 001 gpm and a maximum imbalance at any node of 0 . 055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19 . 0 ft/sec at pipe 51 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (5) PIPE FITTINGS TABLE HASS Pipe Table Name : standard.pip PAGE : B MATERIAL: THNWL HWC : 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 4 .260 13 . 00 26 . 00 8 . 00 29 . 00 16 . 00 3 . 00 26 . 00 26 . 00 26 . 00 6 . 50 8 . 249 21 . 00 41 . 00 15 . 00 53 . 00 14 . 00 5 . 00 37 . 00 37 . 00 41 . 00 10 . 50 PAGE : D MATERIAL: DIRON HWC : 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVly BfyVly GatVly NPTee F45Ell 8 . 390 31 . 00 59 . 00 22 . 00 76 . 00 20 . 00 7 . 00 59 . 00 15 . 50 12 . 460 44 . 00 98 . 00 30 . 00 107 . 00 34 . 00 10 . 00 98 . 00 22 . 00 PAGE : G MATERIAL: DynaFlow HWC : 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F45Ell 3 . 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 o A.... S2 ------------------ E IN239 LF 12" DI Ww 12" D.I. W w w U T 1 12 D. HANGER LEGEND N • 1 1 A "U" HOOK • 1 1 �� B COACH SCREW ROD — I A 1 _ '`.¢ ,. ..,. :. .. E EYELETLAMP W 1 � �N "STRAP 1 1 9 '9 �Q T a F FLUSH SHELL x x "K +— -�-�x+ z-� � 1 L . G CEILING FLANGE H SIDE BEAM !': +,+++,++ + + j 1 K SHORT CLIP BRACKET +�++"+ + + + . ++LL+++++ + + + + - 1 1 + M ALL THREAD ROD N TOGGLE NUT .� ----------------- �. ♦ P POWDER DRIVEN STUD +++ + + + + + . R EXPANSION BOLT 111 S PIPE SPIKE FP-1 J J-HOOK BEAM CLAMP . V W X. ..+.... + Y APPROVAL REQUIRED VWRE BLDG-EXPANSION +.+ o CITY OF ARLINGTON W. :�: TEXP MI BUILDING W : w o BD _� s +. . ..'.+.+.`. . ..+. . FF=141.50 2BH < r ®v2 }} 4 4. . . ..'. . . �. LL] �D .I.+. IIIp' .+.+. +.+.+.+.+. 7 8 ■ 880 S F . FITTING LEGEND P PIPE-O-LET NIPPLE d `I'. .I4 .+LL•+"'+•+• • • •.+. + . . ++'++LL+++.+ +4+. . +4 ADN ADJUSTABLE DROP NIPPLE + TSN HREADED SHAPED NIPPLE . . . . . . . FF : 141 . 50 : = F L G FLANGE +4 . . + . + + + + LL RC REDUCING COUPLING A STRUCTURE TO CXMER AMA . . + . UNE OF PIPE IN CHES " STATE CERTIFICATION � a-war uRrxouARE BRACE LL!+ {y• • •.'. . . .`.+. . ..'.++ . . IE=131.25 + + W ;--•-----------•-•-3 -WAY uarxouAxE BRACE f.. . IE=132.22 I w 10/11/2020 B a; f _+ ? SPRINKLER LEGEND SPRINRL[R ORIHCE SIZES m S 3AN0 tt;E • F2 +� .+.+. . . . .+. .+. .+.+. . . . + + .+. .+. • • 4PJ. ' O + . - 3 IT a 1s z SPRAY O 93;H • - m SPRAY �3aV E O+ I• =3` -a • ® Urc m,e miw I 8I62 4MWALL a , I. lONNEC +70`Ek+SSMH-+ 381 Mli). ..+.+.LL y CO• °w•: N CO I+ ++ I..........---.,.-�i z DRY RE IE*1.29.37" �_ 3 .+. . Q•17 . . . �:;�. RIM=138.21 �+ + + + . ++ + SPRINKLER HEAD�RLEGEND xEAO Rscurcx N . .+. . . . N0� ® 1• J IE=131.37 SYY MANUF. MODEL SIN TYPE TEMP Ott WR[XCH WE FACTEND RXISH RNRH • 400 LF 8" PVC SSS ® 0.57 1n • • 00 N 12" D.I. W U N q N� _?„ - _ _ _ _� _ _ w w w12" D.I. W w 00 — — _ w WAUTY CONTROL BY DAZE APPROVE)FOR FABRCATW BY DAIE GENERAL NOTES —I1. ALL IAATEMAL AND EWIPYENT TO BE NFX AND ILL JETED OR PY APPROVED. 2. PIP[gMENSI0NO ARE CENTER M CEMER EXCEPT HSERS R DIMENSIWS SHOWN THUSLY(X-X)WHICH ARE END TO END, EARSITE PLAN NFPA ARE BRA N.SHALL 1 EDITION. IX ACCORDANCE M H xR1 PARE IFA NO.13,2013 EDDIOx. FIRE HYDRANT SCALE:rill-3a-0 " N. PIPED HANGER;AND METHODIE"EDilON. BE IN ACCORDANCE PoM 10' 30' — 5. PIPING 3HALLxLL INOACCOROANCE WRH NFPA PAYPHIEI N0.13,2013[g110N I. wnx xFPA PALIRxLET N0.1,THU13 EOI KLEED,SHAD BE IN ACCORUADCE O' 20' 60' ,. OWNER TO PROVIDE ADEOUATE NEAT IN AREAS PROMCRD BY A MET PIPE SPRINKLER —— ——— —— SCALE 1"-30' SYSTEM M PREVENT WATER IN PIPES FROM PREEDNG. 'A k PIMNG OF ELEVRIC L DEVICES(IF REWIRED)M BE PROVIDED OTNERR. 9. MINTING OF PIPE A EMPMENT(IF REQUIRED)To BE PRONGED Rr OM' 10.FURRING OF PIPE A EOUPAENT(IF REOURED)TO HE PRONDEO BP_ERs. C PER D TAIL DESIGN CRITERIA 12" DI WATER SRC UG1 UU ,,,,-12" DI WATER INSTALLATION NOTE PIPE NOTES ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION SPRINKLER SYSTEMS MUST BE INSTALLED AND CERTIFIED BY A 12" DI WATER LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL 'U' 72 5 LF CL52 DI CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO PERSONS REVISIONS 65 LF CL52 DI 54 LF CL52 DI OR FIRMS NOT CURRENTLY LICENSED AS A FIRE PROTECTION No DATE B DESCRIPTION 8" FIRE SUPPLY LINE SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED UNDER t - 6" FIRE DEPT. CONN. CP SUPPLY MAIN WITH GATE VALVE WAC 212-80. s u V. . - UNDERGROUND PIPE NOTES - - - • 1. THIS SITE PLAN IS FOR REFERENCE ONLY. S 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL SITE PLAN INFORMATION. SIERRA CONSTRUCTION COMPANY, INC. _ 3. ALL UNDERGROUND PIPING IS TO BE INSTALLED BY A PROJECT SITE: J 14800 NE NORTH WOODINVILLE WAY CONTRACTOR HAVING A VALID WASHINGTON STATE Q WOODINVILLE,WA 98072 Itv°.\ �„ —•: U 6108188TH STREET NE ' LEVEL CERTIFICATION. MATT FRausE: 425-487-5200 `T ~' 'v .> ° : ' • 4. ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR ARLINGTON,WA = _ : • *n.: Y v. PRaLn BLOCKED, FLUSHED AND TESTED PER NFPA 13 & 24. v v_ `� 5. MINIMUM FLOW RATES FOR FLUSHING wo, CC SIxAME.ERRA CASTING OPERATIONS u Y' • 4" - 490 GPM 10" - 2440 GPM © G 6108 - 188TH STREET NE 6" - 880 GPM 12" - 3520 GPM ARLINGTON, WA 98223 ° 8' - 1,560 GPM KRIS MILARII: 6. MINIMUM BURY 4'-0". ENLARGED PLAN � (n PATRIFPE.COM PATRIOT FIRE PROTECTION SCOPE A " www.PATRIOTFiRL.coM 6" 99 BEND AND THRUST OF WORK BEGINS AT 6" F FP-1 SCALE-1 =10'-0 PATRIOT P'R'`°a®'Gc'Q1f"".`O"' BUILDING BLOCKING AT FIRE DEPT. CONN. RB FIRE PROTECTIONP FIRE SPRINK ERS SAVE LIVESI 8" 90 BEND AND THRUST S MBLY INC. 78,880 SF BLOCKING AT FIRE SUPPLY. ITH M E IN ID B DG TACO A, AVENUE EAST FAXTEL: (253) 926-2290 , ' VICINITY MAP � TACOMA, WA 98424 FAX:(253) 922-6150 NO SCALE W DESIGCAT' NER PIETORO DEMON1 20207E 1SHEETO 4 F P a JOB N0. 11-2260 SINGLE PLY ROOF MEMBRANE OVER METAL BAR JOIST PER STRUCTURALN HERE IS . RIGI nH D OVER EATHINGMETA L STRUON ON CTOURE AN(�D TE ID ST DIAGRAMMATIC. ST WEBBING WARE COORDINATED WITH FABRICATED METAL BAR JOISTS. e e 34'-3" BOD 35'-53/a" BOD 36'-5" BOD 36'-5" ROD 35'-53/4" BOD 34'-0" BOD HIGH o 0 0 33'-9" BOD 33'-6" BOD LOW ESFR SPRINKLER HEAD HANGER LEGEND ESFR K25 PENDENT SPRINKLERS ON GROOVED GRID BRANCH LINES BRAN HLINE A CO HOOKACH REW ROD TYPICAL THROUGHOUT EXPOSED STORAGE & WORK AREAS. SEE E� Q I E� w D BM. CLAMP W "STRAP PIPING PLANS FOR SPRINKLERS E EYELET IN FINISHED AREAS. UNIT HEATER— F FLUSH SHELL G CEILING FLANGE o H SIDE BEAM BRACKET BRA HLINE K SHORT CLIP M ALL THREAD ROD METAL COLUMNS PER STRUCTURAL CONCRETE SLAB ON CONCRETE TILT WALL PANEL TGRADE N TOGGLE NUT ESFR SPRINKLER HEAD P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE E�l Et UNIT HEATER PLACEMENT T NO SCALE J J-HOOK BEAM CLAMP V W RIT 'SB-2 6 BUILDING SECTION 2 1o' X _- S! SEISMIC BRACING LEGEND Y 30'-1"AFT FP-2 SCALE:3/32=1'-0 0, 5' 20' ESFR OBSTRUCTION CRITERIA Z BRACE SIZE OF SIZE OF MAX LENGTH MAIN STRUCTURAL MINIMUM MAXIMUM SCALE 3/32'=1'-O" APPROVAL REQUIRED N T•S• CITY OF ARUNGTON FLEX NUMBER BRACED BRACE PIPE BRACE PIPE ATTACHMENT ATTACHMENT BRACE SPACING NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER RT2 SB_2 MAIN ANGLE HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING 28' SB-1 6" SCH10 1" SCH40 7'-0" FIG 1001 FIG 825 45' 40'-0" PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, N.T.S. SB-2 9' SCH10 1" SCH40 T-O" FIG 1001 FIG 825 45° 40'-0" OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT TENPRAINNG 8 g FL* N/A 4" SCH10 1" SCH40 T-O" FIG 1001 FIG 825 60° 10'-0" REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, z x 6zj s� LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE x SB-4 4" SCH10 11/4" SCH40 9-0" FIG 1001 FIG 825 60` 10-0° CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. zBH h` ' ®'" N/A 6" SCH10 1" SCH40 T-O" FIG 1001 FIG 825 60' 10-0" '„• m,72- SB-6 5" SCH10 11/4" SCH40 9-o" FIG 1001 FIG 825 60° 10-0" GENERAL NOTES: FITTING LEGEND N/A 6" SCH10 1" SCH40 T-O" FIG 1001 FIG 825 60° 40'-0" NOTE: THE SPRINKLER MUST BE AT LEAST 24"HORIZONTALLY P PIPE-O-LET ROOF DECK FROM THE EDGE OF THE OBSTRUCTION sN GROOVED SHAPED NIPPLE N/A 6" SCH10 11/2" SCH40 10-5" FIG 2002 FIG 825 69 40'-Y' w 1. 25.2K ESFR SPRINKLERS SHALL BE INSTALLED PER NFPA 13 TSN THREADED SHAPED NIPPLE 3'-SM N/A 8" SCH10 1" SCH40 T-O" FIG 1001 FIG 825 60° 10'-0" _ Y SECTION 8.12. 25.2K ESFR SPRINKLERS SHALL BE INSTALLED ADN ADJUSTABLE DROP NIPPLE rE, FLG FLANGE Do 0 8 SB-10 8" SCH10 11/4" SCH40 9,4, FIG 1001 FIG 825 60' 10'-0" SO THE DEFLECTORS ARE NOT MORE THAN 18" AND NOT LESS RG REDUCING COUPLING _ Boo SB-11 8" SCH10 1" SCH40 T-O" FIG 1001 FIG 825 60' 40'-0" a�� THAN 6" BELOW THE CEILING PER NFPA 13 SECTION 8.12.4.1.3.� A SNEUCTGURF PIPE IN UNDER 11N RISEPOL R ROOM IKLERS SB-12 8" SCH10 1" SCH40 10'-5" FIG 1001 FIG 825 60' 40'-0" m 1 2• LATERAL BRACING IS NOT REQUIRED ON 2/2" & 3" BRANCH LINES STATE cERTiFlcnnoN 3-WAY FARTHOUAKE BRACE N/A 4" SCH10 1" SCH40 T-O" FIG 4LA FIG 825 69 80'-0" 24' 24" WHEN INSTALLED PER NFPA 13 SECTION 9.3.5.5.10. -a.., d-WAY fAR gUAKf BRACE °D °D GREATERTHAN OR OR GREATER THAN SB-22 4" SCH10 1" SCH40 T-0" FIG 4LA FIG 825 60° 80'-0" 1TTHRU24"WIDE GREATER GREATER 12"THRU24" ALL 21/2" AND 3" BRANCH LINES ARE TO BE INSTALLED PER SPRINKLER LEGEND CIE _m;I DUCT,ETC. RPIPE ACK CABLE RACK PIPE SECTION 9.3.5.5.10. LATERAL SWAY BRACING IS NOT REQUIRED. SB-23 6" SCH10 1" SCH40 T-0" FIG 4LA FIG 825 60° 80'-0" TRAY, �' S'RI"KLfR HANGER RODS TO BE LESS THAN 6" WHEN MEASURED BETWEEN J. p_ °N"°`SCES w N CONTINUOUS OBSTRUCTIONS AND N SB-24 6" SCH10 1" SCH40 T-O" FIG 4LA FIG 825 60' 80'-0" "=x = TOLCO FIG.825 BAR JOIST GREATER THAN TOP OF PIPE AND POINT OF ATTACHMENT TO BUILDING STRUCTURE. 3 O SB-25 8" SCH10 1" SCH40 T-O" FIG 4LA FIG 825 60° 60'-0" SWAY BRACE ATTACHMENT NO SCALE °o„ d 1 ,5 3-,1 SPRAY W/TOLCO FlG.980 SWIVEL z=>: g LL SB-26 8" SCH10 1" SCH40 T-O" FIG 4LA FIG 825 69 60'-0" SWAY BRACE ATTACHMENT Now: 4• HVLS HIGH VELOVITY LOW SPEED) FANS SHALL BE CENTERED © x S LAG BOLT THE SPRINKLER MU5T BE AT LEAST 12'HORZONTALLY 3w E a C e '- ' 3e SPRAY ❑O ❑3/d JOIST GIRDER BETWE N 4 ESFR SPRINKLERS AND LOCATED SO THAT THE TOP wB o a ; ❑ ■ �• co I OD I PRE-DRILL 3/16'HOLE ROOF DECK FROM THE EDGE OF THE OBSTRUCTION 4 ` 9 TIE MAIN DRAINS TOGETHER Vn'TOLCO FIG.se OF THE FAN BLADES ARE LOCATED A MINIMUM OF 36' BELOW a 'LL 3 Ts a 1 72` AND DISCHARGE TO SANITARY "�d a ; z B 1 z WNw<u a ,. HUB DRAIN RISER LEGEND BRANCH NE EYELET =ow THE SPRINKLER DEFLECTORS. HVLS FANS SHALL BE WIRED TO _Yd 'I 07 07 I� s %"ALL THREAD ROD SHUT DOWN UPON ACTIVIATION OF SPRINKLER SYSTEM WATER '—' N" °` MINIMUM ANGLE FROM &RING HANGER SIZE , o ITEM SIZE MAKE MODEL N0. DESCRIPTION QTY. VERTICAL DUNE STEEL BAR JOIST— PER PUN o _ FLOW SWITCHES. y SPRINKLER HEAD LEGEND IRE 0 B' TYCO #71 GROOVED FLANGE OR EQUAL 1ti ~ SYN MANUF. MODEL SIN TYPE wrtExa TN"Rz-FA nxlAOsx n.NSH mP � F F S>4-0PIPE-"' © © N} IEUABE F1FR LO R3612 OR PDOW W2 3 4' &OK 9MMRE N/A 2W 2 0 o OO 8' SHURJOINT SS-10 STAINLESS STEEL GROOVED 90(73/a T.O.) 1 1T 12• ` DESIGN CRITERIA: 0 3 B° AMES M200 DOUBLE CHECK VALVE ASSEMBLY W TAMPER SWITCHES 1 2"THRU 12'WIDE OR OR `2"THRU12" ACTUAL STORAGE HEIGHTS VARY - 36" MUST BE MAINTAINED BETWEEN TOP / � SPRINKLER BRANCHLINE HANGER"E" DUCT,CABLE GREATER GREATER WIDE PIPING TOLCO FIG.,00, NO m TRAY,ETC. OF STORAGE AND ESFR SPRINKLER DEFLECTORS PER NFPA SECTION 8.12.6 ® 8' RELIABLE BFG-300 BUTTERFLY VALVE W/BUILT IN TAMPER SWITCH 2 SWAY BRACE ATTACHMENT PERPENDICULAR TO JOISTS ROOF DECK O O (LITERAL EQ BRACE) 0 8° TYCO CV-1F GROOVED CHECK VALVE z 1. STORAGE AREAS: ROOF HEIGHTS 40 FT & LESS LATERAL EQ BRACE FOR s PIPE USE® © 8' POTTER VSR-8 WATERFLOW INDICATING SWITCH 2 GSCW£ DESIGN STANDARD IS NFPA 13 USING RELIABLE'S N25 ESFR PENDENT FILE I< MAIN PERPENDICULAR TO JOISTS " %'x 3'LAG BOLT 0 Y AGE 1011A INSPECTOR'S TEST AND DRAIN VALVE W/PRESSURE RELIEF 2 PRE-DRILL 11/16'HOLE SPRINKLER HEAD WITH A MINIMUM FLOW PRESSURE OF 25 PSI AT a 1 8) s 1'-8"AFF A MAXIMUM 40' HIGH ROOF. THIS DESIGN ALLOWS FOR STORAGE OF 8 0-300 ARGCO -- 0-300 PSI WATER GAUGE&3-WAY SHUT OFF VALVE 2 F"I" FOR 5'PIPE USE(0=a) N.T.S. PRELAG BOLT THE FOLLOWING COMMODITIES: TOTAL 2 PRE-DRILL 3/16'HOLE FPPI 06-844-00 BALL VALVE,NIPPLE,&PLUG 1 TOLCO FlG.825 B4R JOTS Ih"ANVIL FIG.206 T T PALLETIZED AND SOLID PILED STORAGE: PER TABLES 14.4.1 & 15.4.1111 CONTROL BY °E W/TOLCO FlG.980 SWIVEL 2"THRU 12'WIDE OR OR 2"THRU iT APPRovfD roR FABNc&noN ar DAZE (0-10) RH7 _ RH2 10 8' POTTER MBA-B-24 24V ALARM BELL W/WEATHER PROOF BACKING BOX 1 SWAYBRACE ATTACHMENT STEEL BAR JOIST �IDE/2'NUT&CWASHER WITH NO OPEN TOP CONTAINERS:` ' DUCT,CABLE GREATER GREATER WIDE PIPING GENERAL NOTES B'x2" PATRIOT PIPE STAND 1 MNN PIPINGIh"ALL THREAD ROD TRAY,ETC. &RING HANGER SIZE CONTINUOUS OBSTRUCTIONS ALL NATEMAL AND DOUPMRNT TO BE NEW AND UL USTED OR FM APPROVED. HUB DRAIN TO SANITARY SEWER BY OTHERS 1 SCH.40 PIPE /BWARJOIST PER PLAN 2"TO12"WIDE . CLASS I V ENCAPSULATED COMMOD TIE ,. AND SCALE MAXIMUM STORAGE HEIGHT = 35'-0" 2. PIDNETM�N IRE GElH"TO CMR END EXCE HSERS&DNOISIONS B.CARTONED NONEXPANDED PLASTICS 3. EAIUHAOUAKE BRACING SHALL RE PINDADED Ix ACCORDANCEA"PHLD NO.13,W13 EDITION. SPRINKLER MAIN HANGER"E" IF TTHE OBSTRUCTION IS 24 OR GREATER BELOW THE SPRINKLER DEFLECTOR, MAXIMUM STORAGE HEIGHT = 35'-0" N P P0'-1 O" 6 xo m DISREGARD R.IF THE OBSTRUCTION IS LESS FWV 4 BELOW THE SPRINK ER PIPE rn"vu`vxLo uo`ii is"CANTO WE IN ACGOROAmE WrH PERPENDICULAR TO JOISTS DEFLECTOR THE SPRINKLER MUST BE AT EAST 12�HORIZONTALLY FROM THE C. EXPOSED NONEXPANDED PLASTICS EDGE OF THE OBSTRUCTION. ROOF DECK S. PIPING sHAu IxD rrmOixrscTxxuDEo%wElRm�sx a BEAccOREwIEON V-2" 1'-a" 1'-0" J. MAXIMUM STORAGE HEIGHT = 35'-0" 6. JOINING OF PIPE El NFPA PAMPxLET N0.I3,2013 EOODx. A coNn luous HOT. RACK STORAGE: PER TABLES 16.3.3.1 & 17.3.3.1 T. OWN[R TG PRDNDE"°`°°"""`"""AR PR° `°B"" RE PRINK ER TOLCO FlG.1001 USE Ih"ANNL FlG.92 srs,fN TO PRINTNT WATEN IN MR.FROM FRfEDxc. SWAY BRACE ATTACHMENT TOP BEAM CLAMP OR'X'STEEL JOIST iRING a nfcwxeL Dfvlus OF REQUIRED)rO ro"AvmfD (LITERAL EQ BRACE) W/10"RETAINER STRAP BRIDGING SINGLE-ROW, DOUBLE-ROW, & MULTIPLE-ROW RACKING ° "3Y WMNG SPRINKLER MAIN FOR 6'&8"PIPE (WITHOUT SOLID SHELVING) 9. PoIIRINA OF PIPE&CARPNENT(IF NODUIRED)TO BE PRIAKED e D,NDIs. LATERAL EQ BRACE 3/8'ANVIL FIG.92 1T 12' 10.FURRING OF PPE A COUPKENT(IF REQUIRED)TO HE PRONDED © RISERS _—roP BEw GUMP W�e Y6"TOTWIDE oR oR NO OPEN TOP CONTAINERS G,N",G pR xO swE CONDUIT OR ?: MAIN PARALLEL TO JOISTS RETALNER st MA Fo PIPING PARALLEL GREATER GREATER A. CLASS I-IV ENCAPSULATED OR NONENCAPSULATED COMMODITIES JOIST�GIRDERR PIPE 4°&SMALLER RH1 11 RH2 I cV TO SPRINKLERS A. OBSTRUCTIONS LOCATED DESIGN CRITERIA E`T PIPE _�3/B'PLL THREAD ROD LESS THAN 24"BELOW SPRINKLER MAXIMUM STORAGE HEIGHT = 35'-0" 8 8 FOR PIPE 4&SMALLER CONTINUOUS OBSTRUCTIONS B.CARTONED NONEXPANDED PLASTICS i0LC0 FlG.825 BAR JOIST ANVIL69 Vz"ALL THREAD ROD 11/4"TO 2"WIDE (0-9 ( -8) SWAY BRACE ATTACHMENT RING HANGER FOR 6"&6'PIPE(SEE SCALE MAXIMUM STORAGE HEIGHT = 35'-0" W/TOLCO FIG.980 SWIVEL (SIZE PER PLAN) PUN FOR LENGTH) NO S b�C• SWAY BRACE ATTACHMENT C. EXPOSED NONEXPANDED PLASTICS B 1 (0-10) y E E C TR CAL JOIST GIRDER SPRINKLER HANGER"D" THE SPRINKLER MUST BE AT LEAST It HORIZONTALLY MAXIMUM STORAGE HEIGHT = 35'-0" No SGNE ROOF DECK FROM THE EDGE OF THE OBSTRUCTION FP-2 O (1-8) RB , 2�� PERPENDICULAR TO JOISTS IDLE PALLET STORAGE: PER TABLES 12.12.1.2(c) XA yS' �-' MINIMUM ANGLE FROM ' Y CONTINUOUS HOR. A. WOOD OR PLASTIC PALLETS STORED ON FLOOR OR RACKING PIPE NOTES °,y �Qv DC, VERTICAL PLANE "J OR W STEEL JOIST �6L'31Q TILT-UP CONCRETE WALL PANEL �BRIDGIG (WITHOUT SOLID SHELVES) `O P SCH.40 PIPE A CHOR 9THWO.41 EMBEDMENT. -Z\ MAXIMUM STORAGE HEIGHT = 35'-0" DRILL 11/16'HOLE ttP. 10 K"To+Y,°w1oE oa oa 2. NON-STORAGE WORK AND MECHANICAL ROOMS: J O WELDED CROSS BRACE IS 10 GONDUITOR w L� � _8"AFF� NOTE• GREATER GREATER 2*&0/4"ANGLE IRON PIPING PARALLEL ORDINARY HAZARD OCCUPANCY T REVISIONS C..J 1_ TOLCO FIG.4U WELDED WAIL& b TO SPRINKLERS FOR ALL OBSTRUCTIONS LOCATED No DATE BY DESCRIPTION N IS THE OWNER'S RESPONSIBILITY SWAY BRACE ATTACHMENT SUPPORT BRACE ARE LESS THAN ifi"BELOW SPRINKLER m TO MAINTAIN 40'F MINIMUM IN ALL (LONGITUDINAL EQ BRACE) 3"x3"x4l ANGLE IRON 3. OFFICES AND RESTROOMS: BUILDING AREAS CONTAINING WET 7/t6'4 HOLE SIZE 1 2°°ATR W/ SPRINKLER PIPING. &WASR& CONTINUOUS OBSTRUCT IDNS LIGHT HAZARD OCCUPANCY LONGITUDINAL EQ BRACE Ir IV LENGTH PER PLAN 3/4"TO 11/4"WIDE No SCALE ti MAIN PERPENDICULAR TO JOISTS N0 MIN. V-4' 8"OR 6"SWIVEL 11 11 MAX. RING RANGER b SPRINKLER HANGER"W"TO WALL ROOF DECK Now TOLCO FlG,825 BAR JOIST c.D.,wnx: a — — — SWAY BA FIG.980 SWIVEL Y �—RISERS LOCATED HERE (0_111/2 SWAY BRACE ATTACHMENT Cormn°OUS HOT. SIERRA CONSTRUCTION COMPANY, INC. OR W STEEL JOIST SEE FP-2 J 14800 HE NORTH WOODINVILLE WAY \ 1,4 J BRIDGING SYSTEM #1 WOODINVILLE,WA 98072 SCH.40 PIPE BAR JOIST SHEET FP-3 ■ MATT FRAUSE: 425-487-5200 12- IT UP TG "WIDE r CONDUIT OR o OR OR ` PRaEn NAME: ANVIL FIG 226 GREATER GREATER r STEEL DECK---- PIPING PARALLEL T A TRUSS BRACKET WITH TO SPRINKLERS L STEEL BAR JOIST CASTING OPERATIONS TOLCO FIG 58 EYELET FOR ALL OBSTRUCTIONS LOCATED OR To FlG.51 LESS THAN 4"BELOW SPRINKLER 6108 - 188TH STREET NE BAR JOIST NFPA BEAM BRACKET SYSTEM #2 M ARLINGTON, WA 98223 SYSTEM#41ST FOOR SPRINKLER PLAN ALL THREAD ROD CONTINUOUS OBSTRUCTIONS SHEET FP-4 KRIS MILARII: SCALE Ue"-' LENGTH PER PUN 0"TO 314"WIDE 2 B TOLCO FIG.4U SPRINKLER PIPE RING RANGER IG.69 N0 SCALE $WAY BRACE ATTACHMENT (SIZE PER PUN) �_' +� ATRIOT PA.TRIFPE.COM LONGITUDINAL EO BRACE) SPRINKLER MAIN ESFR OBSTRUCTION CRITERIA WWW.P o,19 FIRE.CGM SPRINKLER HANGER"J" PIHLERS'SLriotfi LIVES] KEY PLAN FIRE SPRINKLERS SAVE LIVES] 0 SCALE: 1/8"=1'-O" 16 LONGITUDINAL EQ BRACE „G FIRE PROTECTION,INC. MAIN PARALLEL TO JOISTS No B 1 PARALLEL TO JOISTS NO 7 LE 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX:(253) 922-6150 " DATE DESIGNER PIETTRO;E2M02N0TE SHEET . JOB N0. 11-226° 2 OF 4 FP- 0 2 8 7 6 5 4.7 4.5 4 3.8 3.5 3.2 3 2.3 2 1 45'-0" 45'-0" 40--0" 14'-0" 22'-0" 25'-0" T-0" J 30'-0" 18'-0" 6-0" 40'-0" 12'-0" 36-0" HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W "STRAP ;�NO SWAY BRACING ATOHAN LENGTH, T m s +HEN o 21 6 B 2 ______________ 42 E EYELET I FP-2 F FLUSH SHELL wlTn Roos li oR LEss IN LENc1H. 6 1 6 f _ _ I __ G CEILING FLANGE 1-G H SIDE BEAM BRACKET ----- -------- ---- - - A K SHORT CLIP BB-12 0+ sue- sa-2(z u u}{se ) 1W_ _ d M ALL THREAD ROD 3 3 } } } } J } J a a J J } 3 } } } J 3 a } } } 3 J 3 } J } } N TOGGLE NUT O-6 9-p 11-0 4-6 -C 10-o 3-6�2-6 II-0 B-6 B-0 ]-6 ] - 9- -0 5- 2-6 -0 -0 fi 2-6 -0 9-O 6 6-6 10-0 6 to-0 -o ]-6 6-o 9-0 5- ]-9 11-0 9-0 2-6 -0 - ti 12} 460J 8 3 261NO - 3/ P POWDER DRIVEN STUD IR C-6 0- 6 6-Is M 1-9 0 6 7 7 B __ E CTRICAL 7 wn R EXPANSION BOLT s�-6 5} w S PIPE SPIKE 3 3 3 - __ _ _ -- - - - "S "3 3 3 3 3 ` 3 3 3 3 301 3 3 3 3 3 3` 310' T I�6 9-0 11-0 4-6 -6 -0 3- 3-6 x2-6 II-0 8-6 8-0 4 6 9 -0 5- 1- -0 -0 6 2- -0 9-D 6 6-6 10-0 6-6, 4 10-0 -0 ]-6 8-0 9-0 5-, -0 9-6 11-D 0 2-8 -8 -0 _ } } J J-HOOK BEAM CLAMP p 6 p 6 v IIII SB 6 _ SB 4 W }A J 3 3 3 3 3 J 3 3 3 J 3 3 3 3 3 3 3 3 ] J 3 J J 3 3 3 X Zi O-6 9-p 11-0 4-6 -fi SB I� -0 }- ,3-6�2-6 H-0 8 - -0 8- 3- 4-6 8- °9 0 6 )-6 10- 5 2- -p 9- 6 6-6 1 0 6-6 4- l0-0 -o ]-6�� 8-0 9-0 5 -0 9-6 11-D °9 0 �2-6 -6 -0 - 5- T' - ) -fi 9 0 ` 6 06 �ro0 7 �° SYSTEM STEM #1 ¢°� v' APPROVAL REQUIRED se-s o 6 CITY OF ARLINGTON L 3 3 3 3 3J 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 J J 3 3 3 °-6 9-C 11 4-8 -6 -p 3- 6-0 10-6 10-0 d-6 5-6 8- 8-0 3- 4-8 9 II-0 9-6 - 2- 9-0 l0 3-6 6-6 ,1-0 ]-8 Z- -p 6-0 d 6 }-6 9-0 6- - - 0 6-• - O SHELL Icsi` �- o®.,TYPICAL HANGER TO BE ! '5-1/2D'U.N.O. 207 0 oa 0 6 0-fi _ TEMP RAZING JI/2 3 3 3 _3 3 } 3 3 3 3 } 3 33 3 3 ] 3 3 3 3 } 3 3 3 3 3 3 3 3 3 J JRAN 3 3 3 066fi -0 3- o fi-0 10-fi 10-0 4-fi 5-6 8- 8-O 3- 4-6 9-0 1 0 9-6 - ]- 2-fi 9-0 10 3-6 fi-6 1-O )-6 2- -0 8-0 4 6 3-6 9-0 6- 6 6 - 10-0 11-D 2-6 6- 10 - - 5-3QRfxSB-24 212 x SB-11 x R�_26m 7 Bm DEWAX 7 at° 206 of oA - U 2s6. a1 X, /A-� FN S00} 3 } ^ } } 3 } } } } } 3 I-' 3 33 3 3 3 3 3 a 3 3 3 } } }' 3 3 3 3 3 J J 3 O-6 9-0 11-0 4-6 -6ED -0 ]- 6-0 10-6 10-0 4-6 5-6 8- 8-0 ]- 4-6 9-0 II-0 9-6 - ]- 2- 3-6 6-6 1-o )-6 2- -O B-0 4 6 }-6 9-0 6- 6 6 - 10-p 11-D 2-6 6- 10 - 3- ; - -0 s FITTING LEGEND OR « A P PIPE-O-LET m B_6 O C ofi _ SH GROOVED SHAPED NIPPLE 3 3 3 3 3 }A 3NIH, 3 3 3 } 3 3 3 3 3 ] 3 3 3 3 3 } ] 3 } 3 3 3 3 3 3 3 ] 3 3 J 3 3 3 3 3 t-O TSH THREADED SHAPED NIPPLE 17 6--6 9 11-0 4-6 -6 J 0 3- o 10-6 7 �10-0 4- 5-6 8- 8-0 3- 4-6 9-0 II-0 9-6 - )- 2-6 9-0 10 3-6 6-6 1-0 7-6 2-6 - B-0 4 6 3-6 6- 6 6 - 10-0 11-D 2-6 6- 10 - 3- }} _RONq - ADN ADJUSTABLE DROP NIPPLE O FLG FLANGE I 3 3 RC REDUCING COUPLING B-6 3 3 }d } } A. 3 J J } } } 3 3 3 a 3 3 3 3 3 3 3 } } } } flR_ 3 3 3 3 J 3 3 } 3 (1 STRUCTURF r0 CXNrER 0-6 9-0 0 SB-I d d SB-6 • 3-} - p - � ONE Of PIPE IX CHES o \ STATE CERTIFICATION z-WAY EARTHQUAKE BRACE 0 fi 11-0 0 10' se 10-6 \ 10-0 4`6 I I , 6 0 2- a 5-9 0 � 3- 3 _d P........ "............"...........E � d-WAY EARTHQUAKE BRACE T. 0 � 0-fi 2-D I 1- � ....... 3 3 } ) 3 } ) 3 3 3 } ] } S } } ] } } } 3 0 } 3 3 ] 3 3 1�8- 9-0 11-0 4-6 -6 -0 3- 6-0 4- 5-6 8- 8-0 3- 9-0 I-0 9-6 -0 6 3-6 tR 3 3 3 3 3 } } y 8-9 - +, 3 0 6 W SPRINKLER LEGEND - - - -- -- -- Q o 9 -0 0 t-Ip -'2-6 7 6 -0 - - t0-° ]-8 - NRINKL[R 7 MOL PREP 7 _ ;� _� omncE SEES ... ... .. ., J m nU R ANC TYPE EE EE F d 1 o ' 6 1 . . . . 1 'l C. ] 3 } } 3 } }A } } } } 3 3 3 3 3 3 3 3 3 3 3 3 3 3 v 3 3 - 1 5 3 ) 1 SPRAY O • 1^ 0-6 9-p 11-0 4-6 -fi 10-0 1 ]- fi-0 10-6 10-0 4-6 5-6 8- B-O ]- 4-6 9-0 II-0 9-6 -0 6 }-6 11-0 - - - - 0216 8 Ifi I -I 1 p 1 3 -0 •0 -I 1-10 1 b - -6 )6 -0 - 1 - 10-p ]-8 ]4 9-0 10 SB-11 1 FlE% ~ ;Gw G c a po SPRAY O REMOTE AREA 1A FlF% 1 S 2% f } } } } 3 o 0 4 o u ` 1 3 ] I a I/2• O 3 O 3 O 3 3 O 3 1 3 3 3 ( ) 1036 930 103 53 3 II 0 930 9 6 1030 536 1 3 3 1 O' 3 O 3 0 1 °-6 /I'6 1 oS 4 "W '- j +- 1 8 11 2 SIDDVALL W J sE-6 12 K25 ESFR SPRINKLER HEADS p-6 0-6 °-6 1 C '1- d-6 -6 HYDRAULICALLY CALCULATED TO & A 0-6 9-° 11-° 3 3 3 3 3 3 3 e�'�+m< w; 1 PROVIDE A 25 PSI MIN. E.H.P. d-6 d-6 Ip-0 10-6 9-0 ID 5- d-6 11-0 9-O I 9 -0 6 9-0 °-p ]-6 - -3 u o.n a u�" 10-0 3- 6-0 1 31. °-6 FLOW FILE: NODE(SRC): 1,784.4 GPM®67.6 PSI 1 1 12 K25 ESFR SPRINKLER HEADS _REMOTE AREA 1 o 9 0 2 ® '^ 6 06 HYDRAULICALLY CALCULATED TO s " RINK D LEGEND Nn T'RE 7 1 � HISS FILE:CASTINGOP-SY51A 7 wD I 1 7 1 II��II I SPRINKLER HEAD O O O O J 1 o SB_6 1 I]' I]' 1 O O O �� 1 }�I ( ) 3 _ N. THREAD K HEAD M. / Sy MANUF. YOOCL SIN TYPE iFYP Ott 3 } } } } } 1 } } 3 3 3 } } 3 } } } } 3 } } } } } 3 } } } } } PROVIDE A 25 PSI MIN. E.H.P. y y } R `R 4 I.N. SEE E EAnOR Hxlsx Rxrsx d=6 9-0 11-0 4-fi -fi 10-0 3- fi-0 10-fi 10-0 4-fi 5-6 9 10-6 9-0 10 5- 4-6 II-0 9-0AMR 9 fi 10-D 5-6 4-6 10-0 ID-6 9-01 10 5- 4-6 11-0 I 9-0 1 FLOW AT NODE(SRC): 1,772.8 GPM 0 67.3 PSI 8-p ]-6 _ - 0 6 9 o-o OW AFOARE N25 RA0911 ESFR PENDENT w5 I^ 25.71( BRONZE N/A 165' 393 1 d 1 1 HASS FILE:CASTINGOP-SYS1 $ REUMNE FIER DO R3612 OR PENDENT W2 3/4° 8.DK BRONZE N/A 200 8 1 � n • FfUA1NE FITR56 PAI4A OR PENDENT W2 1/2' 5.6K CHROME CHROME I55' 41 ■ ROM FIER R4842 EC REC.PENDENT M 3/C 8.R( CHROME CHROME 1W 4 TOTAL 446 SYSTEM#1 FIRE SPRINKLER PLAN QUAUTY CONTROL BY DATE APPROVED FOR FABRCATDN BY DAZE 2' 10 SCALE:3/32"-1'-0" GENERAL NOTES FOR 8"PIPE USE USE BE ANVIL FIG.92 TILT-UP CONCRETE WALL PANEL�` - Ye"x 3"LAG BOLT TOP BEAM CLAMP MATfwu Ix0[aulPufT ro a[N.AND ILL umEO OR IN APPROVED. PRE-DRILL 11 1C HOLE W/10"RETAINER STRAP HILTI KB TZ 16'0x 41/"CONCRETE I Pu / ANCHOR WITH 4' MIN.EMBEDMENT. z. NH RNONMENCENELY ARE c6NTEe To cEND END,RISERS n D,xD+slans FOR 6"&8"PIPE °.0 0' 5' 20' sxowx Txuxr(x x)wxlcx ARE END To Ex0 1/"x 3"LAG BOLT C PIPE USE DRILL 11/16"HOLE TYP. e SCALE 3 32"=1'-0" FFOR / 1. FANNOUARE BRACING'HALL BE PRONO[D IX ACCOROAXCEPRE-DRILL 3/16"HOLE V2"x 3"LAG BOLT _�3 8"ANVIL FIG.92 STEEL DECK ANVIL FIG 226 WELDED CROSS BRACE IS b NEP PAHPELD xo 3,2013 EDroxPRE-DRILL 3 16"HOLE TRUSS BRACKET WITH 2°xYxvd"ANGLE IRON "'Ys"TOLCO FlG.58 / TOP BEAM CLAMP W/8" STEEL BAR JOIST TOLCO FIG 58 EYELET ,. d. P PEPHexGERSLANIxE1No z11 HANCIAG TO BE x ACCGBDANCE ARH TYPICAL EYELET Uz"ANVIL FIG.206 RETAINER STRAP FOR OR TOLED FIG.51 WELDED WALL& b a xr A PAWPx D xo ISBRANCHLINE STEEL BAR JOISTSIDE BEAM BRACKET JOIST GIRDER PIPE 4"&SMALLER NFPA BEAM BRACKET SUPPORT BRACE ARE S. PIPING SPILL LL Ix AccaROAxcE IN 11 PAMPHLO ND.11,2013[Nnox -YB"ALL THREAD ROD W/1/2' NUT&WASHER 3%3"xW'ANGLE IRON &RING HANGER SIZE PIPE _�3 8"ALL THREAD ROD ALL THREAD ROD 7/16"w HOLE SIZE 1 2'^ATR µ 6. JOwnx xirA riiTxicT"x 1,THREADED mir..IS,SHALL BE IN ACCORDARICE STEEL BAR JOIST PER PLAN 1/z"ALL THREAD ROD / / / MAIN PIPING FOR PIPE 4"&SMALLER LENGTH PER PLAN NUT&WASHER 7. DINNER To PROwpE ADEOUATE NEAT IN AREAS PROTECT[°BY A WTT NPE SPONKLER &RING HANGER SIZE ANVIL FIG.69 1/2"ALL THREAD ROD 4' 10° LENGTH PER PLAN SYSTEM TO PR[NCHT WATER IN PIPES FROM FREEDNC PER PLAN RING HANGER FOR G&8"PIPE SEE SPRINKLER PIPE ANVIL FIG.69 (SIZE PER PLAN) PLAN FOR LENGTH)( RING HANGER MIN. T OR 6"SWIVEL 6. BY WWMACSOF ELECTRICAL DEVICES(IF REWIRED)TO BE PROVIDED (SIZE PER PLAN) MAX. RING HANGER B. PARTING OF PIPE A DARPREAT(IF REQUIRED)TO BE PROWDED SPRINKLER MAIN HANGER"E" SPRINKLER HANGER"D" SPRINKLER HANGER"J" SPRINKLER HANGER"W"TO WALL PERPENDICULAR TO JOISTS E 0.fUARING of PIPE 4 COUP ENi OF REQURED)i0 BE P OWD[0 SPRINKLER BRANCHLINE HANGER PERPENDICULAR TO JOISTS NO SCALE PERPENDICULAR TO JOISTS °` PARALLEL TO JOISTS REM No SGLL N NG OF DESIGN CRITERIA TOLCO FIG.825 BAR JOIST TOLCO FIG,825 BAR JOIST SEE NOTES SHEET FP-2 SWAY BRACE ATTACHMENT TOLCO FIG.825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG.825 BAR JOIST HILTI KWIKBOLT KB-TZ W/TOLCO FlG.980 SWIVEL W/TOLCO FIG.980 SWIVEL W/TOLCO FIG.980 SWIVEL W/TOLCO FIG.980 SWIVEL /i'x3Vi'CONCRETE SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT WEDGE ANCHOR JOIST GIRDER JOIST GIRDER '-CONCRETE TILT-UP WALL-- SCH.40 PIPE BAR JOIST SCR.40 PIPE BAR JOIST F _ _ 45'MIN I I r 1�' CRITERIA o MINIMUM ANGLE FROM o o MINIMUM ANGLE FROM o 1 ESFR O B ST R U CT I O I V V R I I E.R I A PIPE NOTES VERTICAL PLANE VERTICAL PLANE z / A SPRINKLER � � `l MAIN mLco FIG.Sao 1. WELDED/GROOVED MAIN PIPING TO BE SCH.10 BLACK PIPE. p SWIVEL SWAY BRACE 2. WELDED/GROOVED BRANCH LINES TO BE EDDY FLOW BLACK PIPE. SCH.40 PIPE1 ~ BAR JOIST ~ SCH.40 PIPE BAR JOIST ATTACHMENT 3. THREADED PIPING TO BE SCH. 40 BLACK PIPE. NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER 1"SCH.40 PIPE,MIN 45' HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING FROM PERPENDICULAR oLco FIG.1001 PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. REVISIONS oLco FIG. not SWAY BRACE A ncHMENT TOLCO FIG.4 A TOLCO Flc.4u FROM ER tool SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, xo DATE B OESCRIPRON SWAY BRACE ATTACHMENT (LATERAL EO BRACE) SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT SWAY BRACE ASSEMBLY (LATERAL EO BRACE) SPRINKLER MNN (LONGITUDINAL EO BRACE) (LONGITUDINAL EO BRACE) SPRINKLER MAIN SPRINKLER MAIN OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, LATERAL EQ BRACE LATERAL EQ BRACE LONGITUDINAL EQ BRACE LONGITUDINAL EQ BRACE LATERAL EQ BRACE TO WALL LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE MAIN PERPENDICULAR TO JOISTS ,D_,ILL MAIN PARALLEL TO JOISTS N MAIN PERPENDICULAR TO JOISTS xD ILL MAIN PARALLEL TO JOISTS N , L VERTICAL MAIN NO SSE CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. NOTE' NOTE: NOTE: NOTE: THE SPRINKLER MUST BE AT LEAST 24"HORIZONTALLY THE SPRINKLER MUST BE AT LEAST 12"HORIZONTALLY IF THE OBSTRUCTION IS 24"OR GREATER BELOW THE SPRINKLER DEFLECTOR, THE SPRINKLER MUST BE AT LEAST 12"HORIZONTALLY o o RISERS LOCATED HERE caxTRlcT wlTx: ROOF DECK FROM THE EDGE OF THE OBSTRUCTION ROOF DECK FROM THE EDGE OF THE OBSTRUCTION DISREGARD IT.IF THE OBSTRUCTION IS LESS THAN 24"BELOW THE SPRINKLER ROOF DECK FROM THE EDGE OF THE OBSTRUCTION ROOF DECK ESFR SPRINKLER HEAD SEE FP-Z SIERRA CONSTRUCTION COMPANY, INC. ROOF DECK DEFLECTOR,THE SPRINKLER MUST BE AT LEAST 17 HORIZONTALLY FROM THE w 3 EDGE OF THE OB3TRU^TION^ ^ ^ODEFK SYSTEM #1 14800 HE NORTH WOODINVILLE WAY BRANCHLINE WOODINVILLE,WA 911072 SHEET FED Q CONTINUOUS HOR. CONTINUOUS HOR. LL rc —OR X'STEEL JOIST FOR X'STEEL JOIST EI MATT FRAUSE: 425-487-5200 CONTINUOUS HOR. BRIDGING BRIDGING Q t E a -x ~ ¢E~ �BRIDGINGTEEL JOIST ` PROJECT NAME: 1 0 o UNIT EATER�� r SIERRA CASTING OPERATIONS o %"TOIY4"WIDE 12" 17 UPTO�'WIDE 12' 12" CC 24' 1. 12' 12" iy"T02'WIDE 12- 12" CONDUITOR OR EATER GREATER CONDUIT OR GREATER GREATER R OR C, SYSTEM #2 G 6108 - 188TH STREET NE GREATERTHAN OR OR GREATER THAN 2'THRU 12"WIDE OR OR TTHRU 12' 12 12' CONDUIT OR OR OR PIPING PARALLEL PIPING PARALLEL BRANCHLINE ARLINGTON, WA 98223 2"THRUITWIDE OR OR 2"THRU 12" 12"THRU 24'WIDE GREATER GREATER 12'THRU 24" DUCT,CABLE GREATER GREATER WIDE PIPING PIPING PARALLEL GREATER GREATER TO SPRINKLERS FIX2 ALL OBSTRUCTIONS LOCATED TO SPRINKLERS FOR ALL OBSTRUCTIONS LOCATED SHEET FP-4 DUCT,CABLEGREATER GREATER WIDE PIPING —� KRIS MILARII: DUCT,CABLE PIPED PIPE TRAY,ETC. TRAY,ETC. TO SPRINKLERS FOR ALL 085TRUCTIONS LOCATED LESS THAN IB"BELOW SPRINKLER LESS THAN 4"BELOW SPRINKLER LESS THAN TRAY,ETC. RACK NO SCALE CONTINUOUS OBSTRUCTIONS BENOWC�RINKLER KEY PLAN ATRIOT FIRE SPRINKLERII O1111 CONTINUOUSOBSTRUCTIONS ESFR SPRINKLER HEAD CONTINUOUS OBSTRUCTIONS 2"TO 12"WIDE CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS PATRIFP099CF GREATER THAN I2"T024"WIDE NO SCALE 3I4"T01114"WIDE NO SCALE D"T03/4"WIDE NO SCALE UNIT HEATER LOCATIONS WWVVNO SCALE PiNR.df9patriotfiremm LIVES] ESFR OBSTRUCTION CRITERIA NO SCALE FIRE PROTECTION,INC. 2ACO A, AVENUE EAST TEL: (253) 926-2290 " � TACOMA, WA 98424 FAX:(253) 922-6150 DESIGNER PI DEMONTE SHEET W 10-1 ��-� DATE 10-11-2020 a JOB NO. 11-2260 3 OF Q 8 7 6 5 4.7 4.5 4 3.8 3.5 3.2 3 2.3 2 1 45'-0" 45'-0" 40'-0" 14'-0" 22'-0" 25'-0" 7-0" J 30'-0" 18'-0" 6'-O" 40'-0" 12'-0" 36'-0" A EP-2 HANGER LEGEND A I"U" HOOK B COACH SCREW ROD ON � � i o D BM. CLAMP W "STRAP z}-o o3s TF5 E EYELET p0 6 930 11}0 h6 -fi •04-0 6�0 9�0 10 6 10�0 4h }0 26 9 11}0 •2}6 63 103 3}0 5 0 •O 6 6 36 }6 8}0 830 536 436 1030 10 6 930 IOJ • 53 h6 11}0 930 9 RAN 0 6 • 9-0 Ba0 Jy6 3 8=8 ]9 9 O F FLUSH SHELL Om } `-} OJ B°LE o G CEILING FLANGE 7 NOR s 21 Q 7 ARR u- 10- X AY 7 B1° v�i K SHORTH SIDE BEAM BRACKET sB-1� e � 0�6 0-6 / _J -< M ALL THREAD ROD 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3BID 3 3 3 3 3 3 3 3 1 0-6 9-0 11-0 4-6 -6 0 6-0 9-0 10-6 t0-0 a-6 5-6 9 10-6 9-0 t0BID 5- 4-6 11-0 9-0 9 6 10-0 5-6 4-6 • 10-0 10-8 9-0 10 5- 4-6 11-0 9-0 9 0 6 9-0 0-0 7-6 B-I�. 09 d 2 a N TOGGLE NUT .�' P POWDER DRIVEN STUD SYSTEM #2 - -- S PIPE IEXPANSION BOLT 3 3 3 3 } SB'3 m } 3 6 3 3 } } ] 3 3 3 } } 3 3 3 3 3 3 O 6 3 } } 3 3 ] O 6 O 6 3 3 3 13 - - B_a77 T 0-6• 9-p 11-0 4-6 -fi •4-0 6-O 9-0 10-fi 10-0 4-fi 5-6 9 10-6 9-0 10 5- 4-6 II-0 9-O 9fi 10-0 5-6 4-6 10-OI I10-6 9-0 10 • 5- 4-6 11-0 9-0 9 0 6 9-0 0-O J-fi _ J J-HOOK BEAM CLAMP Om Boo Ll TYPICAL HANGER TO BE HnEl O V 7 >A 7 C STIN '5-1/2D' U.N.O. 7 X 3 3 3 3 • 3 } } } •B I}J 3 3 3 3 3 3 3 3 3 3 3 3 } 3 3 3 3 3 3BE 3 3 3 3 3 3 3 3 o B Y 0-6 9-0 11-0 4-6 -6 4-0m 6-0 9-0 10-6 10-0 4-6 5-6 9 10-6 9-0 10 5- 4-6 II-0 9-0 9 6 l0-0 5-6 4-6 10-0 10-6 9-0 I° 5- 4-6 11-0 9-0 9 0 6 9-0 0-0 7-6 -S Z IX 2a - - - ID%m_ - D APPROVAL REQUIRED �L ,L �L CITY OF ARLINGTON SBA 6 /0-6 /U-6 /p-9 0 6 0-9 0-6 /d}'6 - 3 3 3 436 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a �8 9-0 11-0 9-0 1°-6 10-0 4-6 5-6 10-6 9-0 10 5- 4-6 11-0 9fi 10-0 5-6 03-9 10-0 10-6 8-3 6-3 03-9 5- 4-6 11-0 9-0 9 0 6 B-0 A J-6 O ` IEMP MIRING - i YYY YYY Y sB-I�m 6 /o-6 o-s 1-B 430 J } 3 3 3 3 3 } 3 3 3 3 } } 3 3 ] } 3 } } 3 3 ] 3 ] 3 } } } 212° y=/2° 1" 0-6 9-p 11- 4-6 -fi 4-0 6-O 9-0 10-6 10-0 4 6 5-6 9 10-6 10 5- 4-6 II-0 9-O 10-0 }fi u - - -9 • 9- }-• 5- 4-6 11-0 9-0 PIN ]-6 8-0 B-0 J fi 6 B 2- 2 I - .6° xe 1• ®1/2^ I Om RNA IN A GET A I 1-6 o � 3sO° � r• r• HEAT THE T NdT FINAL FINISH '�' � 6W° 2 z 51-1-1 6 0 ik E17 1s-" } IS P 03fi /r-a 0 a3--o 1 FITTING LEGEND J 3 3 J • 3 3 3 3 3 3 3 3 1 J J 3 3 3 J 3 3 3 3 3 3 3 3 3 3 3 3 3 J O 6• 9-0 I1, ,1-0 d-6 -6 0 6-O 9-0 To36 I1, 10-0 d-6 5-6 977 Io-6 9-0 10 5- d-6 11-0 93C 9 6 10-0 6 e - - -9 9- 3- 6} 5- d-6 I1,11-o 9-0 ]-6 0-0 8-0 J 6 8 8 /I 2- P FITTING GRO /-,\em • SIN THREADED SHAPED NIPPLE //7Y'\J TSN THREADED SHAPED NIPPLE B-4 ADN ADJUSTABLE DROP NIPPLE SB-ICJ 6 0 6 0 6 0-6 0-6 R3 FLG FLANGE 3 } 3 3 } 1 } 3 3 } } } 3 3 l 3 3 } 3 } } 3 3 } 3 3 3 3 3 } 6 } 3 3 J 3 } IL/ RC REDUCING COUPLING 12--6 9-0 it-0 4-6 -6 • -0 6-0 9-0 10-6 10-0 4-6 5-6 • 9 10-6 9-0 10 5- 4-6 II-0 9-0 9 6 10-0 5-6 4-6 10-0 10-6 9-0 10 • 5- 4-6 11-0 9-0 ]-6 8-0 8-0 J 6 6 8 2- `/ �m d-6 -0 4-0 4-0 -0 STRUCTURF TO CXNTER ._._ - -- _.' _- —_ C /" UNE OF PIPE IN CHES O-6 1 C SB m 3 3 3 3 3 -22J f1�\/ STATE CERTIFICATION 2-WAY CAR11HROME BRACE • 3 } } } } 3 } } 3 3 3 3 3 3 3 J 3 3 3 } 3 } } } } J 3 } } 3 3 3 3 3 3 �L n/4,YS%B-4 0-6 9-0 11-0 4-6 -6 •4-0 fi 9-0 6 10-6 10-0 4-6 5-6 9 10-6 9-0 10NIB 5- 4-6 U- 9-0 7-6 -O 7-0 •2-6 6-6 1-o - 9-0 10 • 5- 4-fi 11-0 9-0 9 9-0 �]+ d-WAY EARIHpUAKf BRACE 0 • 5}O 3y1 03 •6 g•0 ! 1 (�� (� 0 WIG/II/zozG wa NN SPRINKLER LEGEND 13 T T r� r� T r- PRINKLLR SBA 0 6 O fi O 6 0-6 0-6 t fi 1-fi J SB-d w z x' ORINCE SIZES o u N 3 3 3 3 3 3 3 3 3 FIN 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 J 3 3 3 3 a- - •� ANC TYPE - 9-p -- 11-0 4-6 -6 4 6-0 9-0 10-6 10-0 4-6 II-0 9-0 J-6 -0 ]-0 2-6 • a 4-6 5-6 9 10-6 9-0 10 5- 6-6 1-0 9 0 10 5- 4-6 11-D 9-O 9 9-° 8- ¢0 8 4- 8- 3OD ,AM1-0• 0-6 Fl �° S LNG& EC IVING PPP SELL EM RGH FIN J, ,A - uoa -��, z i e s'SPRAY O �7 AIN E AN + 1 2 to�D iO2 0 S�-ap % ° 2 6 ] ❑ ❑� 3/4 333 333 3 3 3 3 3 3 " 3 } 3 3 } 3 } } 3 } } J 3 3 3 } ;rtoi `, SPRAYQ❑ ■ 1•10-0 4-0 5-6 9-0 II - 9 10-6 9-0 9 10-i0 -6 6-6 9-O B-0 / 6- -6 9-o 10 8-6 10-6 9-0 0 5- 3-fi• 8-0 8 }-6 9-0 - B 4-8�� 5-D 3-0 8- C-6 fr'1 '- LL O-6 � 6 O 6 ,-6 1-6 W 6 4 0 0 1 3 ] I 9MWALL a I/2' 7 wR d REMOTE AREA 2A �R REMOTE AREA 2 III 00 Ose� (12)K25 ESFR SPRINKLER HEADS ¢ R a ® Q �LL Q (12) K25 ESFR SPRINKLER HEADS I - 1 Nn nPE 1 3 3 3 3 3 HYDRAULICALLY CALCULATED TO 3 3 S S " 3 3 3 3 3 3 3 3 3 3 3 3 3 HYDRAULICALLY CALCULATLD TG 3 3 3 W 3 J 3 J III 9-p 10-6 1 0 -0 �5-6 • 9 10-6 -0 LL 10 -6 6-6 9-0 -° 6- LL 9-0 1-0 3-6 9-° 0 0 10-6 8-0 '6 }_6 9-° -6 •3-° 3 3-B 2- 0-6 I 1 o sfi R o fi FLOWIDAT NODE(SRC): 1,782,50 GPM®66.5 PSI 0 6 �o-1.6 1-1 6 0 FLOW WIDT NODE(SRC): 1,768P9 GPM®67.7 PSI _ o z_ .� SPRINKLER HEAD LEGEND 7 `v` HASS FILE:CASTINGOP-SYS2A 7 [- - B00 j HASS FILE:CASTINGOP-SYS2 a a sru unxuF. uaDEL vx nPE HEAD THREAD K HEAD EECOTCx TO, On EB-ICJ �' _ 01 S_q 3 WRENCH AZE FAROR HXISN FlNRH • 3 J } } } J J J J }I } } } /3A 3 3 3 J } } J 3 } J } } 3 } J 2-a -} AEUABE N25 RA0911 ESFR PENDENT M5 I" 25.71( BRONZE N/A 165' 4N 0-6 9-p 10- 10-0-- m 5-6 9-0 II-0 4 6 -6 -0 9 10-6 9-0 9 10 -6 -fi 9-O /B-0, 6- 0 9-0 1-0 }-6 4- 9-0 10 0-6 10-6 9-0 10 5- 3- 0-0 8 }-6 9-0 - - 3 5-9 -6 -s s / \ / s - • AEUAINE FIRt56 RAI41 OR PENDENT Y2 I/Y S.6K CHROLE CHROME 155' 23 e v --- ��� � / \ / \ 6° ' - ■ AEUARE TIM R4842 ECREC PENDENT M 31e 8.OK CHROME CHROME 155 8 -- - - - F TOTAL 475 SYSTEM#2 FIRE SPRINKLER PLAN 0U"Un CONTROL BY °ALE APPROVED FOR FABRCAIION BY CARE SCALE:3/32"-1'-0" GENERAL NOTES FOR 8"PIPE USE USE 112"BE ANVIL FIG.92 TILT-UP CONCRETE WALL PANEL�� — Ve''x 3"LAG BOLT TOP BEAM CLAMP IAA2Mu AND[WIPYFM ro BE xEw AND IL usr[D oR ru APPRovfD. PRE-DRILL 11 16'HOLE W/10"RETAINER STRAP HILTI KB TZ "fbx 41h"CONCRETE zv 1 ALL z. PR OINEN}OH}ARE CENTER To END END,Po6FA3 h CNFNSIWB FOR 6"&>Y PIPE ANCHOR WITH 4' MIN.EMBEDMENT. ;._ � 0' 5' 20' sxowx Txuxr(%x)wxlcx ARE END To ExD 'h"x 3"LAG BOLT \\ FOR 6"PIPE USE DRILL 1111C HOLE TYP. so SCALE 3/32"=1'-0" 3. EARTHADUAXE BRACING SHAD RE PRDWBLD IN ACCORDANCE VATH PRE-DRILL 311C HOLE �1/2 x Y LAG BOLT _�3 8"ANVIL FIG.92 STEEL DECK `ANVIL FIG CK WELDED CROSS BRACE IS xrP PABIPxCD No 3,2013 EDITION. PRE DRILL 3 16"HOLE / FIR SS BRACKET WITH 2"x2"x'/4"ANGLE IRON 3'6"TOLCO C.58 / TOP BEAM CRAMP W/8" STEEL BAR JOIST TOLCO FIG 58 EYELET ,„ _ d. PIPEP PNRR3LD .METHOD3, 013AioroN.TO BE IN AccGRDAIHCE wrx TYPICAL EYELET '/z"ANVIL FIG.206 RETAINER STRAP FO OR TOLCO FIG.51 WELDED WALL& o xr A PAUPx D No I3 BRANCHLINE STEEL BAR JOIST— SIDE BEAM BRACKET JOIST GIRDER PIPE 4"&SMALLER NFPA BEAM BRACKET SUPPORT BRACE ARE s. PIRxG 6HAD BE IN ACCORDANCE NOR 11 PA1111 NO.11,2C13[wnox 3'e"ALL THREAD ROD 3°xSxV4"ANGLE IRO &RING HANGER SIZE W/'/% NUT&WASHER s. JDIxIxG aF PIP[Axo nmx1,THREADED a r E,—BE IN ACCORDANCE STEEL BAR JOIST PER PLAN 1h'ALL THREAD ROD PIPE ��3/8"ALL THREAD ROD ALL THREAD ROD 7/16"0 HOLE SIZE 7/2•^ATR µ/ wnx xFPA PAMexLEr No.13,201}Eoxwx. MAIN PIPING &RING HANGER SIZE FOR PIPE 4"&SMALLER LENGTH PER PLAN NUT&WASHER ]. Offil TO PROWOE ADE°UATL HEAT IN AREAS PROTECRD BY A VI PRE BMINNADN ANVIL FIG.69 'h"ALL THREAD ROD 4' 10° LENGTH PER PLAN SYSTEM TO PR[NCHT WATER IN RP.FROM PREEDND PER PLAN ANVIL FIG.69 RING HANGER FOR 6"&8"PIPE(SEE SPRINKLER PIPE (SIZE PER PLAN) PLAN FOR LENGTH) RING HANGER MIN. 1'-4° B. OR 6"SWIVEL e. A WoRNENRG6GF ELECTRICAL DEVICES(IF REWIRED)TO BE iRDVDFD (SIZE PER PLAN) MAX. RING HANGER B. PALMING OF PIPE 4 EQUPN[NT(IF RCCURED)To BE PAOWUED SPRINKLER MAIN HANGER"E" SPRINKLER HANGER"D" SPRINKLER HANGER"J" SPRINKLER HANGER"W"TO WALL Br oTB OFF PERPENDICULAR TO JOISTS E NO IIALF �7 O.wBRING Rs PIPE 4 f0 P cxT OF Rf6uRfD)To BE PRo Dm SPRINKLER BRANCHLINE HANGER" N3,�All NO BC4E N D,HERB. SALE PERPENDICULAR TO JOISTS PERPENDICULAR TO JOISTS PARALLEL TO JOISTS DESIGN CRITERIA TOLCO FIG.825 BAR JOIST FOLIO FIG'125 BAR JOIST SEE NOTES SHEET FP-2 SWAY BRACE ATTACHMENT TOLCO FIG.825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG.825 BAR JOIST W/TOLCO FlG.980 SWIVEL W/TOLCO FIG.980 SWIVEL W/TOLCO FIG.980 SWIVEL W/TOLCO FIG.980 SWIVEL SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT JOIST GIRDER JOIST GIRDER SCH.40 PIPE BAR JOIST SCH.40 PIPE BAR JOIST ESFR OBSTRUCTION CRITERIA o MINIMUM ANGLE FROM o o MINIMUM ANGLE FROM o z z PIPE NOTES VERTICAL PLANE VERTICAL PLANE IE _ _ 1. WELDED/GROOVED MAIN PIPING TO BE SCH.10 BLACK PIPE. p 2. WELDED/GROOVED BRANCH LINES TO BE EDDY FLOW BLACK PIPE. SCH.40 PIPE1 ~ BAR JOIST ti SCH.40 PIPE BAR JOIST NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER 3. THREADED PIPING TO BE SCH. 40 BLACK PIPE. HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING TOLCO FIG.1001 PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. REVISIONS TOLCO FIG.1001— SWAY BRACE ATTACHMENT TOLCO FIG.4A TOLCO FIG.4LA SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, SWAY BRACE ATTACHMENT (LATERAL ED BRACE) SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT xo DATE BY DfscRlPnax (LATERAL EG BRACE) SPRINKLER MNN (LONGTUDINAL EG BRACE) (LONGITUDINAL EG eeacE) SPRINKLER MAIN OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, LATERAL EQ BRACE LATERAL EQ BRACE LONGITUDINAL EQ BRACE LONGITUDINAL EQ BRACE LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE MAIN PERPENDICULAR TO JOISTS Np_LAD MAIN PARALLEL TO JOISTS N MAIN PERPENDICULAR TO JOISTS 6p�ILI MAIN PARALLEL TO JOISTS 11 ,IAD CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. NOTE' NOTE: NOTE: NOTE: THE SPRINKLER MUST BE AT LEAST 2e HORIZONTALLY THE SPRINKLER MUST BE AT LEAST 12"HORIZONTALLY IF THE OBSTRUCTION IS 24"OR GREATER BELOW THE SPRINKLER DEFLECTOR, THE SPRINKLER MUST BE AT LEAST 12"HORIZONTALLY o 0 o RISERS LOCATED HERE caxTRACT wlTx: ROOF DECK FROM THE EDGE OF THE OBSTRUCTION ROOF DECK FROM THE EDGE OF THE OBSTRUCTION DISREGARD IT.IF THE OBSTRUCTION IS LESS THAN 24"BELOW THE SPRINKLER ROOF DECK FROM THE EDGE OF THE OBSTRUCTION ROOF DECK ESFR SPRINKLER HEAD SEE FP-2 SIERRA CONSTRUCTION COMPANY, INC. ROOF DECK DEFLECTOR,THE SPRINKLER MUST BE AT LEAST 17 HORIZONTALLY FROM THE w 3 EDGE OF THE OB3TRU^TION^ ^ ^ODEFK SYSTEM #1 14800 HE NORTH WOODINVILLE WAY BRAN HLINE WOODINVILLE,WA 911072 �LLp p SHEET FP-3 Q CONTINUOUS HOB. CONTINUOUS HOB. R X'STEEL JOIST FOR X'STEEL JOIST FI MATT FRAUSE: 425-487-5200 CONTINUOUS FOR. BRIDGING BRIDGING Q t E a a ~ ¢E �BRIDGINGTEEL JOIST ` PROJFCi NAME: UNIT EATER ❑ r SIERRA CASTING OPERATIONS u %"TOIYa"WIDE 12" 17 UPTO�'WIDE 12' 12" CC 2e 1. 12' 12" iy"T02'WIDE 12' 12" CONDUITOR OR EATER GREATER CONDUIT OR GREATER GREATER R OR C, SYSTEM #2 G 6108 — 188TH STREET NE GREATERTHAN OR OR GREATER THAN YTHRU I2"WIDE OR OR YTHRU 12' 12 12' CONDUIT OR OR OR PIPING PARALLEL PIPING PARALLEL BRAN HLINE ARLINGTON, WA 98223 2"THRUITWIDE OR OR 2-THRU 12" 12"THRU 24'WIDE GREATER GREATER 12'THRU 24" DUCT,CABLE GREATER GREATER WIDE PIPING PIPING PARALLEL GREATER GREATER TO SPRINKLERS FIX2 ALL OBSTRUCTIONS LOCATED TO SPRINKLERS FOR ALL OBSTRUCTIONS LOCATED SHEET FP KRIS DUCT,CABLE GREATER GREATER WIDE PIPING —� KRIS MILARII: DUCT,CABLE PIPED PIPE TRAY,ETC. TRAY,ETC. TO SPRINKLERS FOR ALL OBSTRUCTIONS LOCATED LESS THAN 16"BELOW SPRINKLER LESS THAN 4"BELOW SPRINKLER LESS THAN TRAY,ETC. RACK NO SCALE CONTINUOUS TO OBSTRUCTIONS"WI BENOWC�RINKLER KEY PLAN ATRIOT FIRE SPRINKLE sI OAVEE CONTINUOUSOBSTRUCTIONS ESFR SPRINKLER HEAD CONTINUOUS OBSTRUCTIONS 2"TO 12"WIDE CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONSWWW PATRIFP099CF GREATER THAN I2"T024"WIDE NO SCALE 3I4"T01114"WIDE NO SCALE D"T03/4"WIDE NO SCALE UNIT HEATER LOCATIONS NO SCALE Pietrod4Dp°triotfireCmm IVESI ESFR OBSTRUCTION CRITERIA NO SCALE FIRE PROTECTION,INC. 2ACO A, AVENUE EAST TEL: (253) 926-2290 " � TACOMA, WA 98424 FAX:(253) 922-6150 A DATE DESIGNER PIETTRO DE2M002TE SHEET W 1.R� JOB NO. 11-22600 4 OF 4 FP-4 Date: 04/02/2026 Permit#: 3491 Permit 10/15/2020 Date: Review 10/15/2020 Date: Permit FIRE SPRINKLER Type: Review FIRE SPRINKLER Type: Target Date: 10/29/2020 Scheduled 00:00 Time: Completed 10/27/2020 Date: Description: 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 4. Cover inspection required. 5. Hydrostatic test required: 200 psi for 2 hours minimum. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. Review Status: Assigned To: FIRE Time In: 00:00 Time Out: 00:00 Hours: 1.5 Review Items 01.Application Requirements Notes 11/02/2020 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 4. Cover inspection required. 5. Hydrostatic test required: 200 psi for 2 hours minimum. 6. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7. Owner shall be provided with a set of approved plans and associated documents for their files. Property Information Parcel#: 31052200101000 CASTING OPERATIONS LLC CASTING OPERATIONS LLC 21218 76TH AVE S 18410 63rd Avenue NE KENT,WA 98032 Zoning: 100 BUSINESS / PROFESSIONALLot: Block: Permit#: 3491 Permit Date: 10/15/20 Permit Type: FIRE SPRINKLER Project Name: Casting Operations Applicant Name: Patriot Fire Protection, Inc Applicant Address: 2707 70th Ave E. Applicant, City, State, Zip: Tacoma,WA 98424 Contact: Pietro Demonte Phone: 2539262290 Email: pietrod@patriotfire.com Scope of Work: New Fire Sprinkler Valuation: 229000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/03/2020 Permit Expires: 05/02/2021 Form Permit Type: Status: LASERFICHE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 22 Township 31 Range 05 Quarter NE PAR 31052200101000 18410 63rd Avenue NE C CITY ARL BLA FILE NO CASTING 100 BUSINESS/ PLN-587 REC AFN OPERATIONS LLC PROFESSIONAL 201909245004 BEING PTN NW1/4 NEIA SD SEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# PATRIOT FIRE Derek Gust 2532843527 2707 70th Ave E. CONSTRUCTION Labor and PATRIFP099CF PROTECTION CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/20/2020 FS07.FIRE Assigned SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/15/2020 FIRE SPRINKLER BUILDING 1.Permit and set of approved plans to remain on site during installation. 2.Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections:may include hangers,earthquake bracing,sprinkler locations and pipe re-routing that could impact hydraulic calculations.Failure to submit revisions could result in cancellation of an inspection while a review 10/15/2020 FIRE SPRINKLER of an as-built resubmittal is conducted. FIRE 3.Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 4.Cover inspection required. 5.Hydrostatic test required:200 psi for 2 hours minimum. 6.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7.Owner shall be provided with a set of approved plans and associated documents for their files. 10/15/2020 FIRE SPRINKLER PW-WAT-REV 10/20/2020 FIRE SPRINKLER Front Counter Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $975.00 Processing/Technology $25.00 Fire System Plan Review Table 4-1 $1,678.71 Credit Card Service $80.36 Total $2,759.07 Attached Letters Date Letter Description 10/15/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/02/2020 Shayna Morgan 83199977 $2,678.71 11/02/2020 83199977 Raelynn Jones $80.36 Outstanding Balance $0.00 Notes Date Note Created By: 12/15/2020 Address changed after permit issuance from 6108 188th Street Bldg.C to 18410 63rd Avenue. Kristin Foster 11/03/2020 Emailed the permit for signature. Kristin Foster 10/28/2020 Mike returned the plans for Kevin to review. Kristin Foster 10/19/2020 Plans uploaded for review Raelynn Jones Uploaded Files Date File Name 10/07/2021 9847721-3491 IC 1.7.2021.pdf 10/07/2021 9847718-3491 IC 2.19.2021.pdf 10/07/2021 9847719-3491 IC 3.19.2021.pdf 10/07/2021 9847720-3491 IC 12.1.2020.pdf 11/05/2020 7650533-3491 Issued Permit.pdf 10/19/2020 7549192-FP-Sierra Casting OPS Brace Calcs.pdf 10/19/2020 7549193-FP-Sierra Casting OPS Hydraulic Calcs.pdf 10/19/2020 7549194-FP-SIERRA CASTING OPS-SUBMITTAL DWGS.pdf 10/19/2020 7548308-3491 Application.pdf Permit#: 3491 Permit Date: 10/15/20 Permit Type: FIRE SPRINKLER Project Name: Casting Operations Applicant Name: Patriot Fire Protection, Inc Applicant Address: 2707 70th Ave E. Applicant, City, State, Zip: Tacoma,WA 98424 Contact: Pietro Demonte Phone: 2539262290 Email: pietrod@patriotfire.com Scope of Work: New Fire Sprinkler Valuation: 229000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/03/2020 Permit Expires: 05/02/2021 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 22 Township 31 Range 05 Quarter NE PAR 31052200101000 18410 63rd Avenue NE C CITY ARL BLA FILE NO CASTING 100 BUSINESS/ PLN-587 REC AFN OPERATIONS LLC PROFESSIONAL 201909245004 BEING PTN NW1/4 NEIA SD SEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# PATRIOT FIRE Derek Gust 2532843527 2707 70th Ave E. CONSTRUCTION Labor and PATRIFP099CF PROTECTION CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/20/2020 FS07.FIRE Assigned SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/15/2020 FIRE SPRINKLER BUILDING 1.Permit and set of approved plans to remain on site during installation. 2.Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections:may include hangers,earthquake bracing,sprinkler locations and pipe re-routing that could impact hydraulic calculations.Failure to submit revisions could result in cancellation of an inspection while a review 10/15/2020 FIRE SPRINKLER of an as-built resubmittal is conducted. FIRE 3.Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 4.Cover inspection required. 5.Hydrostatic test required:200 psi for 2 hours minimum. 6.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 7.Owner shall be provided with a set of approved plans and associated documents for their files. 10/15/2020 FIRE SPRINKLER PW-WAT-REV 10/20/2020 FIRE SPRINKLER Front Counter Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $975.00 Processing/Technology $25.00 Fire System Plan Review Table 4-1 $1,678.71 Credit Card Service $80.36 Total $2,759.07 Attached Letters Date Letter Description 10/15/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/02/2020 Shayna Morgan 83199977 $2,678.71 11/02/2020 83199977 Raelynn Jones $80.36 Outstanding Balance $0.00 Notes Date Note Created By: 12/15/2020 Address changed after permit issuance from 6108 188th Street Bldg.C to 18410 63rd Avenue. Kristin Foster 11/03/2020 Emailed the permit for signature. Kristin Foster 10/28/2020 Mike returned the plans for Kevin to review. Kristin Foster 10/19/2020 Plans uploaded for review Raelynn Jones Uploaded Files Date File Name 10/07/2021 9847721-3491 IC 1.7.2021.pdf 10/07/2021 9847718-3491 IC 2.19.2021.pdf 10/07/2021 9847719-3491 IC 3.19.2021.pdf 10/07/2021 9847720-3491 IC 12.1.2020.pdf 11/05/2020 7650533-3491 Issued Permit.pdf 10/19/2020 7549192-FP-Sierra Casting OPS Brace Calcs.pdf 10/19/2020 7549193-FP-Sierra Casting OPS Hydraulic Calcs.pdf 10/19/2020 7549194-FP-SIERRA CASTING OPS-SUBMITTAL DWGS.pdf 10/19/2020 7548308-3491 Application.pdf � Oil ONIN ag looIUsa. dxin zexlx3 = a s lxaladn O O❑ 1,7,F Ofe (� W QQ pp W J °. 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