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HomeMy WebLinkAbout20101 67th Ave Ne_BLD2779_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: LOT#: DATE: 1, JOBADDRESS: Avt NT TYPE OF INSPECTIONS , .,L(c r ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR R/EIINSPECTION Vrrfl (« 1QC n i _T C�Cn «t.4 SDoC THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 MA �,l n-doao INSPECTOR DATE O BUILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY MAPPROVED PERMIT#: 1-1 Z 1 LOT#: DATE: �l(- JOB ADDRESS: TYPE OF INSPECTION: 5 �ti�L is/ h a R1 1-�w•- ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY, FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 4.t O BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20101 67th Ave NE Permit#:2779 Parcel#:31051400200700 Valuation: 127000.00 OWNER APPLICANT CONTRACTOR Name:Gayteway Business Park,LLC Name:[Applicant Name] Name:PATRIOT FIRE PROTECTION Address:P.O.Box 1727 Address:[Applicant Address] Address:2004-A 48TH AVE City,State Zip:Bellevue,WA 98009 City,State Zip:Tacoma City,State Zip:TACOMA,WA 98424 Phone: Phone:2539262290 Phone:253-926-2290 LIC:PATRIFP099CF EXP: 10/05/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL 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. AX NOT14.S c tax relali o construction and construction materials in the City of Arlington must be reported on your sales tax return form an c cd City ol'r1r n�on 101. ,S nj2UL , S' nature '----)Print Namc Date Released By Datc CONDITIONS 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 6. Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 7. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 8. Owner shall be provided with a set of approved plans and associated documents for their files. 9. Call at least 48 hours in advance to schedule 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 09/27/2019 Fire Permit Fee $1,691.21 09/27/2019 Fire Sprinkler Plan Review Fee $100.00 09/27/2019 Processing/Technology Fee $25.00 09/27/2019 Credit Card Surcharge $3.00 Total Due: $1,819.21 Total Payment: $103.00 Balance Due: $1,716.21 CALL FOR INSPECTIONS BUILDING(360)403-3417 When ealfine for an inapeefinn please leave the fnllnwinne information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 2779 Permit Date: 09/10/19 Project Name: Gayteway Bldg B - Fire Sprinkler Applicant Name: Patriot Fire Protection, Inc Applicant Address: 2707 70th Ave E. City, State, Zip: Tacoma Contact: Pietro Demonte Phone: 2539262290 Email: ap@patriotfire.com Permit Type: Fire Sprinkler Site Address: 20100 67th Ave NE Valuation: 127000.00 Status: Applied Permit Issued: Permit Expires: Square Feet: 0 Type of Construction/Occupancy Type: Commercial Fire Sprinkler Number of Stories: 1 Proposed Use: Fire Sprinkler MIC/Opportunity Zone: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Gayteway Business 399 Other 31051400200700 20100 67TH AVE NE Park,LLC Miscellaneous Manufacturing NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# PATRIOT FIRE 2004-A 48TH Labor and PATRIFP099CF PROTECTION 253-926-2290 AVE CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status 09/10/2019 Fire Sprinkler Fire Approved 09/10/2019 Fire Sprinkler Building In Review Fees Fee Dmdption Notes A arum Fire Pemiit Fee 322.I0.00.00 $1,691.21 Fire Sprinkler Plan Review Fee 345.83.00.00 $100.00 Processingflechnology Fee 341.43.00.02 $25.00 Total $1,816.21 Uploaded Files Date File Name 09/10/2019 5588489-2779 App'c tion pdf FIRE SPRINKL..:R PERMIT APPLICATION �- Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4) SETS OF COMPLETE AND SCALED PLANS, THREE (3) SETS OF HYDRALIC CALCULATIONS, THREE(3) 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: (ED New Fire Sprinkler (Q Fire Sprinkler Add/Alt Underground Fire Line Project Address: 20015 - 67th Ave NE LOC4 Parcel ID 31051400200700 #: Project Valuation: 127,000.00 Number of Heads: 678 Building Area (Sq Ft): 63,690 Gayteway Business Park, LLC Owner: _Phone Number: Address: PO Box 1727 City: Bellevue State: WA Zip Code: 98009 Contact Person: Pietro Demonte Phone Number: 253-284-3469 Cell Phone: 253-651-1669 Fax: 253-922-6150 E-mail: pietrod@patriotfire.com Address: 2707 70th Ave E City: Tacoma State: WA Zip Code: 98424 Contractor: Patriot Fire Protection Phone Number: 253-926-2290 Address: 2707 70th Ave E City: Tacoma State: WA Zip Code: 98424 Contractor's License Number: PATRIFP099CF Expiration: 10/05/12 1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- describ property will be in accordance with the laws, rules and regulation of the State of Washington. /� 9-5-2019 Applicants Signature Date Pietro Demonte Print Applicants Name FOR STAFF USE ONLY S E P O 6 2019 Permit# Ac ed By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 7/10CJY City of Arlington 7� ZFire Department1 I�NG o September 24, 2019 Permit Number: BLD 2779 Project Address: 20015 67`h Avenue NE, Arlington Project Description: Fire Sprinkler Plans for Gayteway Business Park Building B Contractor: Patriot Fire Protection 2707 70`h Avenue E Tacoma, WA 98052 Re: Fire Suppression Shop Drawing Review Comments/Approval The Arlington Fire Department has completed a review of the Fire Suppression shop drawing submittal and approves the issuance of the permit with the following conditions: 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re- routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 6. Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 7. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 8. Owner shall be provided with a set of approved plans and associated documents for their files. 9. Call at least 48 hours in advance to schedule inspections. 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. If there are any questions please do not hesitate to call. Sincerely, && Mike Makela Assistant Fire Chief Arlington Fire Department OFFICE COPY 6231 :: , . ATRIOTFire Sprinklers Save Lives! Tacoma,WA 98424 East FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 Fire Protection Submittal Hydraulic Calculations For Gayteway Business Park Building B 20015 67th Avenu e NEOFFICE COPY Arlington, WA 98 , 2- CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED For DATE q BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Sierra Construction C olmRaily 1.4800 NE North Woodinville Way Woodinville, WA 98072 jr PF K', ReceivedIRIOTTECTION CJob #11 -2191 SEP 0 6 2019 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 1 1 HYDRAULIC CALCULATIONS FOR GAYTEWAY BUSINESS PARK — BUILDING B 20015 — 67TH AVE NE ARLINGTON, WA 98223 DRAWING NO. FP-2 FILE NO . GAYTEWAYB—SYS1 DATE: SEP 4, 2019 DESIGN DATA REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: FP-2 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (20 PSI MIN E.H.P . ) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR SPRINKLER ORIFICE SIZE : 25 .2K SPRINKLER WATER FLOW REQUIRED : 1359. 0 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) : 1609 . 0 GPM @ &NPRS:SOURCE& PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: DATE: 2017 LOCATION: @ SITE STATIC PSI : 87 PSI RESIDUAL PSI : 64 PSI GPM FLOW: 5, 000 GPM SOURCE : RYAN @ ARLINGTON PUD 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: CITY OF ARLINGTON r WASNIN6TON STATE r FIRE CERTIFICATE TION SPRINKLER SYSTEMS r r r Y Pietro Demonte 5541-0610-C Level i `) Patriot Fire Protection, Inc, r PATRIFP099CF r r 8xptres r r Ipnalur� Date 7131h r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS1 . SDF JOB TITLE : GAYTEWAY B WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D nnu- cc ucc n P DEMAND PRESS .NODE L00 % PRESS � TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 87 . 0 64 . 0 5000 . 0 84 .2 1609 . 0 64 . 6 Available pressure is 19 . 6 psi (230) greater than required pressure. AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 1609 . 0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1359 . 0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 29 . 8 K=25 . 20 20 . 1 113 . 1 2A 29 . 8 K=25 . 20 20 . 0 112 . 7 4A 29. 8 K=25 .20 20 . 1 113 . 0 5A 29 . 8 K=25 . 20 20 .2 113 . 3 6A 29 . 8 K=25 . 20 20 . 1 112 . 9 7A 29 . 8 K=25 . 20 20 . 1 112 . 9 8A 29. 8 K=25 .20 20 .2 1.13 . 2 9A 29 . 8 K=25 .20 20 . 5 114 . 0 10A 29 . 8 K=25 .20 20 . 3 113 . 6 11A 29 . 8 K=25 .20 20 . 3 113 . 6 12A 29 . 8 K=25 .20 20 . 4 113 . 9 19 27 . 8 - - - - 36 . 9 - 20 27 . 8 - - - 32 . 9 - - - 21 27 . 8 - - - - 32 . 5 - - - 22 27 . 8 - - - - 32 . 1 - - - 23 27 . 8 - - - - 31 . 8 - - - 24 27 . 8 - - - - 31 . 5 - - - 25 27 . 8 - - - - 31 . 3 - - - 26 27 . 8 - - - - 31 . 1 - - - 27 27 . 8 - - - - 31 . 0 - - - 28 27 . 8 - - - - 30 . 9 - - - 29 27 . 8 - - - - 30 . 9 - - - 30 27 . 8 - - - - 29 . 0 - - - 30B 27 . 8 - - - - 29 . 0 - - - 31 27. 8 - - - - 29 . 0 - - - 32 27 . 8 - - - - 28 . 9 - - - 33 27 . 8 - - - - 28 . 7 - - - 34 27 . 8 - - - - 28 . 3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI .SDF JOB TITLE: GAYTEWAY B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 27 . 8 - - - - 27 . 8 - - 36 27 . 8 - - - - 27 . 1 - - - 37 27 . 8 - - - - 26 . 0 - - - 38 27 . 8 - - - - 25 . 6 - - - 39 27 . 8 - - - - 25 . 4 - - TR1 27 . 8 - - - - 38 . 5 - - BR1 2 . 0 - - - - 55 . 5 - - DC1 2 . 0 - - - - 58 . 5 - - - DC2 2 . 0 - - - - 55 . 5 - - - FLG 0 . 5 - - - - 59 . 4 - - UG1 -4 . 0 HOSE STREAM 62 .7 250 . 0 CITY -4 . 0 SOURCE 64 . 6 1609 . 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE : 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI . SDF JOB TITLE: GAYTEWAY B PIPE DATA PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VErL in(rPS) nrrW (C) (F Une m\) o OI•l. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 1609 . 0 12 . 460 PL 775 . 00 PF 1 . 9 CITY -4 . 0 SRCE 64 . 6 (N/A) 4 .2 140 FTG 2T3G PE 0 . 0 UGl -4 . 0 H. S . 62 . 7 250 . 0 0 . 002 TL 1001 . 00 PV Pipe: 2 1359 . 0 8 . 390 PL 50 . 00 PF 1 . 3 UG1 -4 . 0 H. S . 62 . 7 250 . 0 7 . 9 140 FTG TLG PE -1 . 9 FLG 0 . 5 0 . 0 59 . 4 0 . 0 0 . 010 TL 138 . 00 PV Pipe : 3 1359 . 0 8 . 249 PL 1 . 50 PF 0 .2 FLG 0 . 5 0 . 0 59 . 4 0 . 0 8 .2 150 FTG L PE -0 . 6 DCl 2 . 0 0 . 0 58 . 5 0 . 0 0 . 009 TL 24 . 17 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DC1 2 . 0 0 . 0 58 . 5 0 . 0 3 . 0 psi, 1359 . 0 gpm DC2 2 . 0 0 . 0 55 . 5 0 . 0 Pipe : 5 1359. 0 8 .249 PL 3 . 83 PF 0 . 1 DC2 2 . 0 0 . 0 55 . 5 0 . 0 8 .2 120 FTG PE 0 . 0 BR1 2 . 0 0 . 0 55 . 5 0 . 0 0 . 014 TL 3 . 83 PV Pipe: 6 BRl 2 . 0 0 . 0 55 . 5 0 . 0 13 . 7 120 FTG TCB PE -11 . 2 TRl 27 . 8 0 . 0 38 . 5 0 . 0 0 . 049 TL 116 . 83 PV Pipe: 7 1359 . 0 6 . 357 PL 14 . 75 PF 1 . 6 TR1 27 . 8 0 . 0 38 . 5 0 . 0 13 . 7 120 FTG E PE 0 . 0 19 27 . 8 0 . 0 36 . 9 0 . 0 0 . 049 TL 32 . 75 PV Pipe: 8 1359 . 0 6 . 357 PL 43 . 75 PF 4 . 0 19 27 . 8 0 . 0 36 . 9 0 . 0 13 . 7 120 FTG T PE 0 . 0 20 27 . 8 0 . 0 32 . 9 0 . 0 0 . 049 TL 81 . 75 PV Pipe : 9 1253 . 4 6 . 357 PL 10 . 00 PF 0 . 4 20 27 . 8 0 . 0 32 . 9 0 . 0 12 . 7 120 FTG ---- PE 0 . 0 21 27 . 8 0 . 0 32 . 5 0 . 0 0 . 042 TL 10 . 00 PV Pipe: 10 1154 . 0 6 . 357 PL 10 . 00 PF 0 . 4 21 27 . 8 0 . 0 32 . 5 0 . 0 11 . 7 120 FTG ---- PE 0 . 0 22 27 . 8 0 . 0 32 . 1 0 . 0 0 . 036 TL 10 . 00 PV Pipe : 11 1058 . 6 6 . 357 PL 10 . 00 PF 0 . 3 22 27 . 8 0 . 0 32 . 1 0 . 0 10 . 7 120 FTG ---- PE 0 . 0 23 27 . 8 0 . 0 31 . 8 0 . 0 0 . 031 TL 10 . 00 PV Pipe : 12 964 . 9 6 . 357 PL 10 . 00 PF 0 . 3 23 27 . 8 0 . 0 31. 8 0 . 0 9 . 8 120 FTG ---- PE 0 . 0 24 27 . 8 0 . 0 31. 5 0 . 0 0 . 026 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI . SDF JOB TITLE: GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 869 . 7 6 . 357 PL 10 . 00 PF 0 .2 24 27 . 8 0 . 0 31 . 5 0 . 0 8 . 8 120 FTG ---- PE 0 . 0 25 27 . 8 0 . 0 31 . 3 0 . 0 0 . 022 TL 10 . 00 PV Pipe: 14 769. 7 6 . 357 PL 10 . 00 PF 0 . 2 25 27 . 8 0 . 0 31 . 3 0 . 0 7 . 8 120 FTG ---- PE 0 . 0 26 27 . 8 0 . 0 31 . 1 0 . 0 0 . 017 TL 10 . 00 PV Pipe: 15 661 . 3 6 . 357 PL 10 . 00 PF 0 . 1 26 27 . 8 0 . 0 31 . 1 0 . 0 6 . 7 120 FTG ---- PE 0 . 0 27 27 . 8 0 . 0 31 . 0 0 . 0 0 . 013 TL 10 . 00 PV Pipe: 16 442 . 7 6 . 357 PL 10 . 00 PF 0 . 1 27 27 . 8 0 . 0 31 . 0 0 . 0 4 . 5 120 FTG ---- PE 0 . 0 28 27 . 8 0 . 0 30 . 9 0 . 0 0 . 006 TL 10 . 00 PV Pipe: 17 221 . 7 6 . 357 PL 10 . 00 PF 0 . 0 -) 28 27 . 8 0 . 0 30 . 9 0 . 0 2 .2 120 FTG ---- PE 0 . 0 29 27 . 8 0 . 0 30 . 9 0 . 0 0 . 002 TL 10 . 00 PV Pipe: 18 105 . 6 6 . 357 PL 6 . 50 PF 0 . 0 30 27 . 8 0 . 0 29 . 0 0 . 0 1 . 1 120 FTG ---- PE 0 . 0 30B 27 . 8 0 . 0 29 . 0 0 . 0 0 . 000 TL 6 . 50 PV Pipe: 19 105 . 6 4 .260 PL 3 . 50 PF 0 . 0 30B 27 . 8 0 . 0 29 . 0 0 . 0 2 . 4 120 FTG ---- PE 0 . 0 31 27 . 8 0 . 0 29 . 0 0 . 0 0 . 003 TL 3 . 50 PV Pipe : 20 205 . 0 4 . 260 PL 10 . 00 PF 0 . 1 31 27 . 8 0 . 0 29 . 0 0 . 0 4 . 6 120 FTG ---- PE 0 . 0 32 27 . 8 0 . 0 28 . 9 0 . 0 0 . 010 TL 10 . 00 PV Pipe : 21 300 . 3 4 . 260 PL 10 . 00 PF 0 .2 32 27 . 8 0 . 0 28 . 9 0 . 0 6 . 8 120 FTG ---- PE 0 . 0 33 27 . 8 0 . 0 28 . 7 0 . 0 0 . 021 TL 10 . 00 PV Pipe: 22 394 . 1 4 .260 PL 10 . 00 PF 0 . 4 33 27 . 8 0 . 0 28 . 7 0 . 0 8 . 9 120 FTG ---- PE 0 . 0 34 27 . 8 0 . 0 28 . 3 0 . 0 0 . 035 TL 10 . 00 PV Pipe : 23 489 . 3 4 .260 PL 10 . 00 PF 0 . 5 34 27 . 8 0 . 0 28 . 3 0 . 0 11 . 0 120 FTG ---- PE 0 . 0 35 27 . 8 0 . 0 27 . 8 0 . 0 0 . 052 TL 10 . 00 PV Pipe: 24 589 . 3 4 .260 PL 10 . 00 PF 0 . 7 35 27 . 8 0 . 0 27 . 8 0 . 0 13 . 3 120 FTG ---- PE 0 . 0 36 27 . 8 0 . 0 27 . 1 0 . 0 0 . 074 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI . SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 697 . 7 4 .260 PL 10 . 00 PF 1 . 0 36 27 . 8 0 . 0 27 . 1 0 . 0 15. 7 120 FTG ---- PE 0 . 0 37 27 . 8 0 . 0 26. 0 0 . 0 0 . 101 TL 10 . 00 PV Pipe : 26 461 . 0 4 .260 PL 10 . 00 PF 0 . 5 37 27 . 8 0 . 0 26 . 0 0 . 0 10 . 4 120 FTG ---- PE 0 . 0 38 27 . 8 0 . 0 25 . 6 0 . 0 0 . 047 TL 10 . 00 PV Pipe : 27 229 . 8 4 .260 PL 10 . 00 PF 0 . 1 38 27 . 8 0 . 0 25 . 6 0 . 0 5 . 2 120 FTG ---- PE 0 . 0 39 27 . 8 0 . 0 25 . 4 0 . 0 0 . 013 TL 10 . 00 PV Pipe : 28 105 . 6 3 . 314 PL 245 . 25 PF 3 . 9 20 27 . 8 0 . 0 32 . 9 0 . 0 3 . 9 1.2.0 FTG 4E4T PE 0 . 0 30 27 . 8 0 . 0 29 . 0 0 . 0 0 . 01.0 TL 373 . 37 PV Pipe : 29 99. 4 3 . 314 PL 245 .25 PF 3 . 5 21 27 . 8 0 . 0 32 . 5 0 . 0 3. 7 120 FTG 4E4T PE 0 . 0 31 27 . 8 0 . 0 29 . 0 0 . 0 0 . 009 TL 373 . 37 PV Pipe: 30 95. 3 3 . 31Q PL 245 .25 PF 3 . 2 22 27 .8 0.0 32 . 1 0 . 0 3. 5 120 FTG 4E4T PE 0 . 0 32 27 . 8 0 . 0 28 . 9 0.0 0 . 009 TL 373 . 37 PV Pipe: 31 93 . 7 3 . 314 PL 245 . 25 PF 3 . 1 23 27 . 8 0 . 0 31 . 8 0 . 0 3 . 5 120 FTG 4E4T PE 0 . 0 33 27 . 8 0 . 0 28 . 7 0 . 0 0 . 008 TL 373 . 37 PV Pipe : 32 95. 2 3 . 314 PL 245 .25 PF 3 .2 24 27 . 8 0 . 0 31 . 5 0 . 0 3 . 5 120 FTG 4E4T PE 0 . 0 34 27 . 8 0 . 0 28 . 3 0 . 0 0 . 009 TL 373 . 37 PV Pipe : 33 100 . 0 3 . 314 PL 245 .25 PF 3 . 5 25 27 . 8 0 . 0 31 . 3 0 . 0 3 . 7 120 FTG 4E4T PE 0 . 0 35 27 . 8 0 . 0 27 . 8 0 . 0 0 . 009 TL 373 . 37 PV Pipe : 34 108 . 4 3 . 314 PL 245 .25 PF 4 . 1 26 27 . 8 0 . 0 31 . 1 0 . 0 4 . 0 120 FTG 4E4T PE 0 . 0 36 27 . 8 0 . 0 27 . 1 0 . 0 0 . 011 TL 373 . 37 PV Pipe : 35 218. 6 3 . 314 PL 178 . 00 PF 9 . 7 27 27 . 8 0 .0 31 . 0 0 . 0 8. 1 120 FTG 2E2T PE -0 . 9 12A 29 . 8 25 .2 20 . 4 113. 9 0 . 040 TL 242 . 06 PV Pipe: 36 104 .7 3 . 314 PL 10 . 00 PF 0 . 1 12A 29 . 8 25 .2 20 . 4 113 . 9 3. 9 120 FTG ---- PE 0 . 0 11A 29 . 8 25 .2 20 . 3 113 . 6 0 . 010 TL 10 . 00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE : 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI . SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC . VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -8 . 9 3 . 314 PL 10 . 00 PF 0 . 0 11A 29 . 8 25 .2 20. 3 113 . 6 0 . 3 120 FTG ---- PE 0 . 0 10A 29 . 8 25 .2 20. 3 113 . 6 0 . 000 TL 10 . 00 PV Pipe: 38 -122 . 6 3 . 314 PL 10 . 00 PF 0 . 1 10A 29.8 25 .2 20 . 3 113 . 6 4 . 6 120 FTG ---- PE 0 . 0 9A 29. 8 25 .2 20 . 5 114 . 0 0 . 014 TL 10 . 00 PV Pipe: 39 -236 . 6 3 . 314 PL 37 .25 PF 4 . 7 9A 29 . 8 25 .2 20 . 5 114 . 0 8 . 8 120 FTG 2E2T PE 0 . 9 37 27 . 8 0 . 0 26 . 0 0 . 0 0 . 046 TL 101 . 31 PV Pipe : 40 221 . 0 3 . 314 PL 178 . 00 PF 9. 9 28 27 . 8 0 . 0 30 . 9 0 . 0 8 . 2 120 FTG 2E2T PE -0. 9 8A 29 . 8 25 .2 20 .2 113 . 2 0 . 041 TL 242 . 06 PV Pipe: 41 107 . 8 3 . 314 PL 10 . 00 PF 0 . 1 - � 8A 29 . 8 25 . 2 20 .2 113 . 2 4 . 0 120 FTG ---- PE 0 . 0 7A 29 . 8 25 .2 20 . 1 112 . 9 0 . 011 TL 10 . 00 PV Pipe: 42 -5 . 1 3 . 314 PL 10 . 00 PF 0 . 0 7A 29 . 8 25 .2 20 . 1 112 . 9 0 .2 120 FTG ---- PE 0 . 0 6A 29 . 8 25 .2 20 . 1 112 . 9 0 . 000 TL 10 . 00 PV Pipe : 43 -118. 0 3 . 314 PL 10 . 00 PF 0 . 1 6A 29. 8 25 .2 20 . 1 112 . 9 4 .4 120 FTG PE 0 . 0 5A 29. 8 25 . 2 20 .2 113 . 3 0 . 013 TL 10 . 00 PV Pipe: 44 -231 . 3 3 . 314 PL 37 . 25 PF 4 .5 5A 29 . 8 25 . 2 20 . 2 113. 3 8 . 6 120 FTG 2E2T PE 0 . 9 38 27 . 8 0 . 0 25 . 6 0. 0 0 . 044 TL 101 . 31 PV Pipe: 45 221 . 7 3 . 314 PL 178 . 00 PF 10 . 0 29 27 . 8 0 . 0 30 . 9 0 . 0 8 .2 120 FTG 2E2T PE -0 . 9 4A 29 . 8 25.2 20 . 1 113 . 0 0 . 041 TL 242 . 06 PV Pipe : 46 108. 7 3 . 314 PL 10 . 00 PF 0 . 1 4A 29 . 8 25 .2 20 . 1 113 . 0 4 . 0 120 FTG ---- PE 0 . 0 3A 29 . 8 25 .2 20 . 0 112 . 7 0 . 011 TL 10 . 00 PV Pipe: 47 -4. 0 3 . 314 PL 10 . 00 PF 0 . 0 3A 29 . 8 25 .2 20 . 0 112 . 7 0. 1 120 FTG ---- PE 0 . 0 2A 29 . 8 25 .2 20 . 0 112 . 7 0 . 000 TL 10 . 00 PV Pipe : 48 -116 . 7 3 . 314 PL 10 . 00 PF 0 . 1 2A 29 . 8 25 .2 20 . 0 112 . 7 4 . 3 120 FTG ---- PE 0 . 0 lA 29 . 8 25 .2 20 . 1 113 . 1 0 . 013 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI . SDF JOB TITLE: GAYTEWAY B PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC . VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 49 -229. 8 3 . 314 PL 37 .25 PF 4 . 5 lA 29 . 8 25 . 2 20 . 1 113 . 1 8 . 5 120 FTG 2E2T PE 0 . 9 39 27 . 8 0 . 0 25 . 4 0 . 0 0 . 044 TL 101 . 31 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 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 . 060 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15 . 7 ft/scc at pipe 25 . (4) a. System remote area HAS been proven or 'peaked' . b. Minimum pressure at any sprinkler: 20 . 000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 20 . 000 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 20 . 010 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 ,J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS1 . SDF JOB TITLE: GAYTEWAY B 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 1.5 . 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 ------------------------------------------------------- F F45Ell 3 . 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI . SDF JOB TITLE : GAYTEWAY B WATER SUPPLY ANALYSIS Static : 87 . 00 psi Resid: 64 . 00 psi Flow: 5000 . 0 gpm 100 . 0 LEGEND 1 80 . 0 1 'g Available pressure _ 84 . 18 psi @ 1609 . 0 gpm G A 2 q Required pressure U _' 64 . 61 psi @ 1609 . 0 gpm G 2 E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E 40 . 0 S U R E ( 20 . 0 p B s i 0 . 0 -14 . 7 10(150(20002500 3000 3500 4000 4500 5000 FLOW (GPM) Note : (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSI .SDF JOB TITLE: GAYTEWAY B WATER SUPPLY CURVE 96+ I 88*\\ I \\ 0 \\ I \\ 80+ \\\ I \\ I \\ I \\ 72+ \\\ P 64+ X * <-64 . 0 psi @ 5000 gpm R Flow Test Point E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND " n X = Required Water Supply " 64 . 61 psi @ 1609 . 0 gpm n 8+ J I 0 = Available Water Supply " 84 . 18 psi @ 1609 . 0 gpm " 0I+-+---+----+-----+------+-----11--+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Intentionally Blank HYDRAULIC CALCULATIONS FOR GAYTEWAY BUSINESS PARK - BUILDING B 20015 - 67TH AVE NE ARLINGTON, WA 98223 DRAWING NO. FP-2 FILE NO . GAYTEWAYB-SYS1B DATE : SEP 4, 2019 DESIGN DATA REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: FP-2 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (20 PSI MIN E.H.P.) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR SPRINKLER ORIFICE SIZE : 25 .2K SPRINKLER WATER FLOW REQUIRED: 1368 . 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) : 1618 . 5 GPM @ &NPRS :SOURCE& PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: DATE : 2017 LOCATION: @ SITE STATIC PSI : 87 PSI RESIDUAL PSI : 64 PSI GPM FLOW: 5, 000 GPM SOURCE: RYAN @ ARLINGTON PUD 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: CITY OF ARLINGTON WASNINGTON STATE ----9 Q CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 Q 1 1 Pietro Demonte 1 5541-0610-C Level 1 J Patriot Fire Protection, Inc. 1 1 PATRIFP099CF 1 1 1 ffp'l19 1 1 lyn�turo Dete err e————e—s————��� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE : 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB.SDF JOB TITLE : GAYTEWAY B WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ 'D NODE PRESS . PRESS. @ PRESS . @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 87 . 0 64 . 0 5000 . 0 84 . 1 1618 . 5 73 . 7 Available pressure is 10 . 4 psi (12%) greater than required pressure . AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 1618 . 5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1368 . 5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 27 . 3 K=25 . 20 20 . 0 112 . 7 2A 27.3 K=25.20 20 . 1 113 . 0 3A 27 . 3 K=25 . 20 20 . 5 114 .2 4A 27 . 3 K-25 . 20 20 . 9 115 . 2 5A 27 . 3 K=25 . 20 20 . 0 112 . 8 6A 27 . 3 K=25 . 20 20 .2 113 . 2 7A 27 . 3 K=25 . 20 20 . 6 114 . 4 8A 27 . 3 K=25 . 20 21 . 0 115 . 4 9A 27 . 3 K=25 .20 20 . 2 113 . 3 10A 27 . 3 K=25 .20 20 . 3 113 . 6 11A 27 . 3 K=25 .20 20 . 8 114 . 8 12A 27 . 3 K=25 .20 21 . 1 115 . 8 19 27 . 8 - - - - 45 . 9 - - - 20 27 . 8 - - - - 41 . 8 - - - 21 27 . 8 - - - - 41 . 4 - - - 22 27 . 8 - - - - 41 .2 - - - 23 27 . 8 - - - - 41 . 0 - - - 24 27 . 8 - - - - 40 . 8 - - - 25 27 . 8 - - - - 40 . 7 - - - 26 27 . 8 - - - - 40 . 7 - - - 27 27 . 8 - - - - 40 . 6 - - - 28 27 . 8 - - - - 40 . 6 - - - 29 27 . 8 - - - - 40 . 6 - - - 30 27 . 8 - - - - 29 . 6 - - - 30B 27 . 8 - - - - 29 . 9 - - - 31 27 . 8 - - - - 30 . 8 - - - 32 27 . 8 - - - - 32 . 7 - - - 33 27 . 8 - - - - 34 . 1 - - - 34 27 . 8 - - - - 35 . 1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB. SDF JOB TITLE: GAYTEWAY B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 35 27 . 8 - - - - 35 . 8 - - - 36 27 . 8 - - - - 36 .2 - - - 37 27 . 8 - - - - 36 . 5 - - - 38 27 . 8 - - - - 36. 6 - - - 39 27 . 8 - - - - 36 . 6 - - - 50T 27 . 3 - - - - 21 .2 - - - 50B 25 . 3 - - - - 29 .2 - - - 51T 27 . 3 - - - - 21 . 0 - - - 51B 25 . 3 - - - - 29 . 0 - - - 52T 27 . 3 - - - - 21 . 0 - - - 52B 25 . 3 - - - - 28 . 9 - - - TR1 27 . 8 - - - - 47 . 5 - - - BR1 2 . 0 - - - - 64 . 6 - - - DC1 2 . 0 - - - - 67 . 6 - - - DC2 2 . 0 - - - - 64 . 6 - - - FLG 0 . 5 - - - - 68 . 5 - - - UG1 -4 . 0 HOSE STREAM 71 . 8 250 . 0 CITY -4 . 0 SOURCE 73 . 7 1618 . 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB.SDF JOB TITLE : GAYTEWAY B PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC . VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 1 1618 . 5 12 . 460 PL 775 . 00 PF 1 . 9 CITY -4 . 0 SRCE 73 .7 (N/A) 4 . 3 140 FTG 2T3G PE 0 . 0 UG1 -4 . 0 H. S . 71 . 8 250 . 0 0 . 002 TL 1001 . 00 PV Pipe: 2 1368 . 5 8 . 390 PL 50 . 00 PF 1 . 3 UG1 -4 . 0 H. S. 71 . 8 250. 0 7 . 9 140 FTG TLG PE -1 . 9 FLG 0 . 5 0 . 0 68 . 5 0. 0 0 . 010 TL 138 . 00 PV Pipe : 3 1368 . 5 8 . 249 PL 1 . 50 PF 0.2 FLG 0 . 5 0 . 0 68 . 5 0 . 0 8 .2 150 FTG L PE -0 . 6 DC1 2 . 0 0 . 0 67 . 6 0 . 0 0 . 009 TL 24 . 17 PV Pipe : 4 FIXED PRESSURE LOSS DEVICE; DC1 2 . 0 0 . 0 67 . 6 0 . 0 3 . 0 psi, 1368 . 5 gpm DC2 2 . 0 0 . 0 64 . 6 0 . 0 Pipe: 5 1368 . 5 8 .249 PL 3 . 83 PF 0 . 1 DC2 2 . 0 0 . 0 64 . 6 0 . 0 8 .2 120 FTG ---- PE 0 . 0 BR1 2 . 0 0 . 0 64 . 6 0 . 0 0 . 014 TL 3 . 83 PV Pipe: 6 1368 . 5 6 . 357 PL 25 . 83 PF 5 . BRl 2 . 0 0 . 0 64 . 6 0 . 0 13 . 8 120 FTG TCB PE -11 .2 TR1 27 . 8 0 . 0 47 . 5 0 . 0 0 . 050 TL 116. 83 PV Pipe: 7 1368 . 5 6 . 357 PL 14 . 75 PF 1 . 6 TRl 27 . 8 0 . 0 47 . 5 0 . 0 13 . 8 120 FTG E PE 0 . 0 19 27 . 8 0 . 0 45 . 9 0 . 0 0 . 050 TL 32 . 75 PV Pipe : 8 1368 . 5 6 . 357 PL 43 . 75 PF 4 . 1 19 27 . 8 0 . 0 45 . 9 0 . 0 13 . 8 120 FTG T PE 0 . 0 20 27 . 8 0 . 0 41 . 8 0 . 0 0 . 050 TL 81 . 75 PV Pipe : 9 1173 . 0 6 . 357 PL 10 . 00 PF 0 . 4 20 27 . 8 0 . 0 41 . 8 0 . 0 11 . 9 120 FTG ---- PE 0 . 0 21 27 . 8 0 . 0 41 . 4 0 . 0 0 . 038 TL 10 . 00 PV Pipe : 10 991 .2 6 . 357 PL 10 . 00 PF 0 . 3 21 27 . 8 0 . 0 41 . 4 0 . 0 10 . 0 120 FTG ---- PE 0 . 0 22 27 . 8 0 . 0 41 .2 0 . 0 0 . 028 TL 10 . 00 PV Pipe : 11 831 . 0 6 . 357 PL 10 . 00 PF 0 .2 22 27 . 8 0 . 0 41 .2 0 . 0 8 . 4 120 FTG ---- PE 0 . 0 23 27 . 8 0 . 0 41 . 0 0 . 0 0 . 020 TL 10 . 00 PV Pipe : 12 688 . 0 6 . 357 PL 10 . 00 PF 0 . 1 23 27 . 8 0 . 0 41 . 0 0 . 0 7 . 0 120 FTG ---- PE 0 . 0 24 27 . 8 0 . 0 40 . 8 0 . 0 0 . 014 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE : 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB.SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC . VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 558 .2 6 . 357 PL 10 . 00 PF 0 . 1 24 27 . 8 0 . 0 40 . 8 0 . 0 5 . 6 120 FTG ---- PE 0 . 0 25 27 . 8 0 . 0 40 . 7 0 . 0 0 . 010 TL 10 . 00 PV Pipe: 14 438 . 1 6 . 357 PL 10 . 00 PF 0 . 1 25 27 . 8 0 . 0 40 . 7 0 . 0 4 . 4 120 FTG ---- PE 0 . 0 26 27 . 8 0 . 0 40 . 7 0 . 0 0 . 006 TL 10 . 00 PV Pipe : 15 324 . 6 6 . 357 PL 10 . 00 PF 0 . 0 26 27 . 8 0 . 0 40 . 7 0 . 0 3. 3 120 FTG ---- PE 0 . 0 27 27 . 8 0 . 0 40 . 6 0 . 0 0 . 003 TL 10 . 00 PV Pipe : 16 215 . 0 6 . 357 PL 10 . 00 PF 0 . 0 27 27 . 8 0 . 0 40 . 6 0 . 0 2 .2 120 FTG ---- PE 0 . 0 28 27 . 8 0 . 0 40 . 6 0 . 0 0 . 002 TL 10 . 00 PV Pipe : 17 107 .2 6 . 357 PL 10 . 00 PF 0 . 0 28 27 . 8 0 . 0 40 . 6 0 . 0 1 . 1 120 FTG ---- PE 0 . 0 29 27 . 8 0 . 0 40 . 6 0 . 0 0 . 000 TL 10 . 00 PV Pipe : 18 -1173 . 0 6 . 357 PL 6 . 50 PF 0 .2 30 27 . 8 0 . 0 29 . 6 0 . 0 11 . 9 120 FTG ---- PE 0 . 0 30B 27 . 8 0 . 0 29 . 9 0 . 0 0 . 038 TL 6 . 50 PV Pipe : 19 -1173 . 0 4 . 260 PL 3 . 50 PF 0 . 9 30B 27 . 8 0 . 0 29 . 9 0. 0 26. 4 120 FTG ---- PE 0 . 0 31 27 . 8 0 . 0 30 . 8 0. 0 0 . 264 TL 3 . 50 PV Pipe : 20 -991 .2 4 .260 PL 10 . 00 PF 1 . 9 31 27 . 8 0 . 0 30 . 8 0 . 0 22 . 3 120 FTG ---- PE 0 . 0 32 27 . 8 0 . 0 32 . 7 0 . 0 0 . 193 TL 10 . 00 PV Pipe: 21 -831. 0 4 . 260 PL 10 . 00 PF 1 . 4 32 27 . 8 0 . 0 32 . 7 0 . 0 18 . 7 120 FTG ---- PE 0 . 0 33 27 . 8 0 . 0 34 . 1 0 . 0 0 . 140 TL 10 . 00 PV Pipe: 22 -688 . 0 4 . 260 PL 10 . 00 PF 1 . 0 33 27 . 8 0 . 0 34 . 1 0 . 0 15 . 5 120 FTG ---- PE 0 . 0 34 27 . 8 0 . 0 35 . 1 0 . 0 0 . 098 TL 10 . 00 PV Pipe: 23 -558 . 2 4 . 260 PL 10 . 00 PF 0 . 7 34 27 . 8 0 . 0 35 . 1 0 . 0 12 . 6 120 FTG ---- PE 0 . 0 35 27 . 8 0 . 0 35 . 8 0 . 0 0 . 067 TL 10 . 00 PV Pipe : 24 -438 . 1 4 .260 PL 10 . 00 PF 0 . 4 35 27 . 8 0 . 0 35 . 8 0 . 0 9 . 9 120 FTG PE 0 . 0 36 27 . 8 0 . 0 36 .2 0 . 0 0 . 043 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB.SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ . PT DISC . VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -324 . 6 4 . 260 PL 10 . 00 PF 0 .2 36 27 . 8 0 . 0 36 .2 0 . 0 7 . 3 120 FTG ---- PE 0 . 0 37 27 . 8 0 . 0 36 . 5 0 . 0 0 . 025 TL 10 . 00 PV Pipe: 26 -215 . 0 4 .260 PL 10 . 00 PF 0 . 1 37 27 . 8 0 . 0 36 . 5 0 . 0 4 . 8 120 FTG ---- PE 0 . 0 38 27 . 8 0 . 0 36 . 6 0. 0 0 . 011 TL 10 . 00 PV Pipe : 27 -107 .2 4 .260 PL 10 . 00 PF 0 . 0 38 27 . 8 0 . 0 36 . 6 0 . 0 2 . 4 120 FTG ---- PE 0 . 0 39 27 . 8 0 . 0 36 . 6 0 . 0 0 . 003 TI, 10 . 00 PV Pipe: 28 195 . 5 3 . 314 PL 245 .25 PF 12 .2 20 27 . 8 0 . 0 41 . 8 0 . 0 7 . 3 120 FTG 4E4T PE 0 . 0 30 27 . 8 0 . 0 29 . 6 0 . 0 0 . 033 TL 373 . 37 PV Pipe: 29 181 . 7 3 . 314 PL 245 . 25 PF 10 . 6 21 27 . 8 0 . 0 41 . 4 0 . 0 6 . 8 120 FTG 4E4T PE 0 . 0 31 27 . 8 0 . 0 30 . 8 0 . 0 0 . 028 TL 373 . 37 PV Pipe: 30 160 .2 3 . 314 PL 245 .25 PF 8 . 4 22 27 . 8 0 . 0 41 . 2 0. 0 6. 0 120 FTG 4E4T PE 0 . 0 32 27 . 8 0 . 0 32 . 7 0 . 0 0 . 023 TL 373. 37 PV Pipe: 31 143. 0 3 . 314 PL 245 . 25 PF 6 . 8 23 27 . 8 0 . 0 41 . 0 0 . 0 5. 3 120 FTG 4E4T PE 0 . 0 33 27 . 8 0 . 0 34 . 1 0 . 0 0 . 018 TL 373 . 37 PV Pipe: 32 129 . 8 3 . 314 PL 245 . 25 PF 5 . 7 24 27 . 8 0 . 0 40 . 8 0 . 0 4 . 8 120 FTG 4E4T PE 0 . 0 34 27 . 8 0 . 0 35 . 1 0 . 0 0 . 015 TL 373 . 37 PV Pipe : 33 120 . 1 3 . 314 PL 245 . 25 PF 4 . 9 25 27 . 8 0 . 0 40 . 7 0 . 0 4 . 5 120 FTG 4E4T PE 0 . 0 35 27 . 8 0 . 0 35 . 8 0 . 0 0 . 013 TL 373 . 37 PV Pipe: 34 113 . 5 3 . 314 PL 245 . 25 PF 4 . 5 26 27 . 8 0 . 0 40 . 7 0 . 0 4 .2 120 FTG 4E4T PE 0 . 0 36 27 . 8 0 . 0 36 . 2 0 . 0 0 . 012 TL 373 . 37 PV Pipe: 35 109 . 6 3 . 314 PL 245 . 25 PF 4 .2 27 27 . 8 0 . 0 40 . 6 0 . 0 4 . 1 120 FTG 4E4T PE 0 . 0 37 27 . 8 0 . 0 36 . 5 0 . 0 0 . 011 TL 373 .37 PV Pipe: 36 107 . 7 3 . 314 PL 245 .25 PF 4 . 0 28 27 . 8 0 . 0 40 . 6 0 . 0 4 . 0 120 FTG 4E4T PE 0 . 0 38 27 . 8 0 . 0 36 . 6 0 . 0 0 . 011 TL 373 . 37 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE : 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB. SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 37 107 . 2 3 . 314 PL 245 . 25 PF 4 . 0 29 27 . 8 0 . 0 40 . 6 0 . 0 4 . 0 120 FTG 4E4T PE 0 . 0 39 27 . 8 0 . 0 36 . 6 0 . 0 0 . 011 TL 373 . 37 PV Pipe: 38 1368. 5 6 . 357 PL 30 . 00 PF 1 . 5 30 27 . 8 0 . 0 29 . 6 0 . 0 13 . 8 120 FTG ---- PE 1 . 1 50B 25 . 3 0 . 0 29 .2 0 . 0 0 . 050 TL 30 . 00 PV Pipe: 39 910 . 9 6 . 357 PL 10 . 00 PF 0 .2 50B 25 . 3 0 . 0 29 . 2 0 . 0 9 .2 120 FTG ---- PE 0 . 0 51B 25 . 3 0 . 0 29 . 0 0 . 0 0 . 024 TL 10 . 00 PV Pipe : 40 455 . 2 6 . 357 PL 10 . 00 PF 0 . 1 51B 25 . 3 0 . 0 29 . 0 0 . 0 4 . 6 120 FTG ---- PE 0 . 0 52B 25 . 3 0 . 0 28 . 9 0 . 0 0 . 007 TL 10 . 00 PV Pipe : 41 457 . 6 3 . 314 PL 2 . 00 PF 7 .2 50B 25 . 3 0 . 0 29 .2 0 . 0 17 . 0 120 FTG 2T PE -0 . 9 50T 27 . 3 0 . 0 21 .2 0 . 0 0 . 157 TL 45 . 68 PV Pipe: 42 115 . 8 3 . 314 PL 5 . 75 PF 0 . 1 50T 27 . 3 0 . 0 21 .2 0 . 0 4 . 3 120 FTG ---- PE 0 . 0 12A 27 . 3 25 .2 21 . 1 115 . 8 0 . 012 TL 5 . 75 PV Pipe : 43 341 . 8 3 . 314 PL 4 . 75 PF 0 . 4 50T 27 . 3 0 . 0 21 .2 0 . 0 12 . 7 120 FTG ---- PE 0 . 0 11A 27 . 3 25 .2 20 . 8 114 . 8 0 . 092 TL 4 . 75 PV Pipe : 44 227 . 0 3 . 314 PL 10 . 00 PF 0 . 4 11A 27. 3 25 .2 20 . 8 114 . 8 8 . 4 120 FTG ---- PE 0 . 0 10A 27. 3 25 .2 20 . 3 113 . 6 0 . 043 TL 10 . 00 PV Pipe : 45 113 . 3 3 . 314 PL 10 . 00 PF 0 . 1 10A 27 . 3 25 .2 20 .3 113 . 6 4 .2 120 FTG ---- PE 0 . 0 9A 27 . 3 25 .2 20 .2 113 . 3 0 . 012 TL 10 . 00 PV Pipe : 46 455 . 7 3 . 314 PL 2 . 00 PF 7 . 1 51B 25 . 3 0 . 0 29 . 0 0 . 0 16 . 9 120 FTG 2T PE -0 . 9 51T 27 . 3 0 . 0 21 . 0 0 . 0 0 . 156 TL 45 . 68 PV Pipe : 47 115 . 4 3 . 314 PL 5 . 75 PF 0 . 1 51T 27 . 3 0 . 0 21 . 0 0 . 0 4 . 3 120 FTG ---- PE 0 . 0 8A 27 . 3 25 .2 21 . 0 115 . 4 0 . 012 TL 5 . 75 PV Pipe: 48 340 . 3 3 . 314 PL 4 . 75 PF 0 . 4 51T 27 . 3 0 . 0 21 . 0 0 . 0 12 . 7 120 FTG ---- PE 0 . 0 7A 27 . 3 25 .2 20 . 6 114 . 4 0 . 091 TL 4 . 75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB. SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 49 226 . 0 3 . 314 PL 10 . 00 PF 0 . 4 7A 27 . 3 25 .2 20 . 6 114 . 4 8 . 4 120 FTG ---- PE 0 . 0 6A 27 . 3 25 .2 20 . 2 113 .2 0 . 043 TL 10 . 00 PV Pipe : 50 112 . 8 3 . 314 PL 10 . 00 PF 0 . 1 6A 27 . 3 25 .2 20 .2 113 . 2 4 . 2 120 FTG ---- PE 0 . 0 5A 27 . 3 25 .2 20 . 0 112 . 8 0 . 012 TL 10 . 00 PV Pipe: 51 455 .2 3 . 314 PL 2 . 00 PF 7 . 1 52B 25 . 3 0 . 0 28 . 9 0 . 0 16 . 9 120 FTG 2T PE -0 . 9 52T 27 . 3 0 . 0 21 . 0 0 . 0 0 . 156 TL 45 . 68 PV Pipe : 52 115 . 2 3 . 314 PL 5 . 75 PF 0 . 1 52T 27 . 3 0 . 0 21 . 0 0 . 0 4 . 3 120 FTG ---- PF. 0 . 0 4A 27 . 3 25 .2 20 . 9 1.15 . 2 0 . 012 TL 5 . 75 PV Pipe : 53 339 . 9 3 . 314 PL 4 . 75 PF 0 . 4 52T 27 . 3 0 . 0 21 . 0 0 . 0 12 . 6 120 FTG ---- PE 0 . 0 3A 27 . 3 25 .2 20 . 5 114 . 2 0 . 091 TL 4 . 75 PV Pipe : 54 225 . 7 3 . 314 PL 10 . 00 PF 0 . 4 3A 27 . 3 25 .2 20 . 5 114 .2 8 .4 120 FTG ---- PE 0 . 0 2A 27 . 3 25 .2 20 . 1 113 . 0 0 . 043 TL 10 . 00 PV Pipe : 55 112 . 7 3 . 31.4 PL 10 . 00 PF 0 . 1 2A 27 . 3 25 .2 20 . 1 113 . 0 4 . 2 120 FTG ---- PE 0 . 0 lA 27 . 3 25 .2 20 . 0 112 . 7 0 . 012 TL 10 . 00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 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 . 073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26 . 4 ft/sec at pipe 19 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . ,) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB.SDF JOB TITLE : GAYTEWAY B (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 F45E11 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 ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45E11 3 . 314 10 . 19 21 . 84 7 . 28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 -1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE : 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB. SDF JOB TITLE: GAYTEWAY B WATER SUPPLY ANALYSIS Static : 87 . 00 psi Resid: 64 . 00 psi Flow: 5000 . 0 gpm 100 . 0 1 LEGEND 1 80 . 0 1 'g Available pressure 84 . 15 psi @ 1618 . 5 gpm G 2 � A 2 q Required pressure U G 73 . 73 psi @ 1618 . 5 gpm E 60 . 0 A. Source Supply Curve P R B. System Demand Curve 1 E S U R E ( 20 . 0 P s B i 0 . 0 .......... ....._... __..—__ -14 . 7 10(150(20002500 3000 3500 4000 4500 5000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/4/2019YTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYSIB. SDF JOB TITLE: GAYTEWAY B WATER SUPPLY CURVE 96+ 88*\\ 0 \\ 80+ \\\ X \\ 72+ \\\ P 64+ * <-64 . 0 psi @ 5000 gpm R Flow Test Point E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND " X = Required Water Supply " 73 . 73 psi @ 1618 . 5 gpm " 8+ " 0 = Available Water Supply " 84 . 15 psi @ 1618 . 5 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Intentionally Blank HYDRAULIC CALCULATIONS FOR GAYTEWAY BUSINESS PARK — BUILDING B 20015 — 67TH AVE NE ARLINGTON, WA 98223 DRAWING NO. FP-3 FILE NO . GAYTEWAYB—SYS2 DATE: SEP 4, 2019 DESIGN DATA REMOTE AREA NUMBER: 3 REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (20 PSI MIN E.H.P . ) AREA OF APPLICATION: 12 SPRINKLERS COVERAGE PER SPRINKLER: 100 SQ FT (MAX) TYPE OF SPRINKLER: ESFR SPRINKLER ORIFICE SIZE: 25 .2K SPRINKLER WATER FLOW REQUIRED : 1358 . 1 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) : 1608 .2 GPM @ &NPRS : SOURCE& PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: DATE : 2017 LOCATION: @ SITE STATIC PSI : 87 PSI RESIDUAL PSI : 64 PSI GPM FLOW: 5, 000 GPM SOURCE: RYAN @ ARLINGTON PUD 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: CITY OF ARLINGTON rwrrwrrrrrrrrwrwwwrWSHINGTON STATE FI CERTCATE OF COMPETENCY fi tl FIRE PROTECTION SPRINKLER SYSTEMS tl 1 Pietro Demonte tl tl 5541-0610-C Level tl tl � Patriot Fire Protection, Inc. e PATRIFP099CF w FSiV � t]xpnntur� Oat•rwl^rw�rrrrrrw�rwrrrr p SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE : 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 . SDF JOB TITLE: GAYTEWAY B WATER SUPPLY DATA SOURCE STATIC RESID . FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS . @ PRESS . @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 87 . 0 64 . 0 5000 . 0 84 . 2 1608 .2 67 . 2 Available pressure is 17 . 0 psi (200) greater than required pressure. AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 1608 . 2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1358 . 2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 29 . 8 K=25 .20 20 . 1 113 . 0 2A 29 . 8 K=25.20 20 . 0 112.7 3A 29 . 8 K=25 .20 20 . 0 112 . 7 4A 29 . 8 I:-25 .20 20 . 1 113 . 0 5A 29 . 8 K=25 .20 20 . 2 113 .2 6A 29 . 8 K=25 .20 20 . 1 112 . 9 7A 29 . 8 K=25 .20 20 . 1 112 . 9 87 29 . 8 K=25 .20 20 . 2 113 .2 9A 29 . 8 K=25 .20 20 . 4 113 . 8 10A 29 . 8 K=25 .20 20 . 3 113 . 5 11A 29 . 8 K=25 .20 20 . 3 113 . 5 12A 29 . 8 K=25 .20 20 . 4 113 . 8 19 27 . 8 - - - - 36 . 1 - - - 20 27 . 8 - - - - 32 . 1 - - - 21 27 . 8 - - - - 31 . 7 - - - 22 27 . 8 - - - - 31 . 3 - - - 23 27 . 8 - - - - 31 . 0 - - - 24 27 . 8 - - - - 30 . 7 - - - 25 27 . 8 - - - - 30 . 5 - - - 26 27 . 8 - - - - 30 . 3 - - - 27 27 . 8 - - - - 30 . 2 - - - 28 27 . 8 - - - - 30 . 1 - - - 29 27 -8 - - - - 30 . 1 - - - 30 27 . 8 - - - - 28 . 3 - - - 31 27 . 8 - - - - 28 . 2 - - - 32 27 . 8 - - - - 28 . 1 - - - 33 27 . 8 - - - - 27 . 9 - - - 34 27 . 8 - - - - 27 . 6 - - - 35 27 . 8 - - - - 27 . 1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 .SDF JOB TITLE : GAYTEWAY B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 36 27 . 8 - - - - 26 . 4 - - - 37 27 . 8 - - - - 25 . 4 - - - 38 27 . 8 - - - - 25 . 0 - - - 39 27 . 8 - - - - 24 . 9 - - - TR2 27 . 8 - - - - 41 . 1 - - - BR1 2 . 0 - - - - 58 . 1 - - - BR2 2 . 0 - - - - 58 . 1 - - - DC1 2 . 0 - - - - 61 .2 - - - DC2 2 . 0 - - - - 58 .2 - - - FLG 0 . 5 - - - - 62 . 0 - - - UG1 -4 . 0 HOSE STREAM 65 . 3 250 . 0 CITY -4 . 0 SOURCE 67 .2 1608 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 . SDF JOB TITLE: GAYTEWAY B PIPE DATA PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 1 1608 . 2 12 . 460 PL 775 . 00 PF 1 . 9 CITY -4 . 0 SRCE 67 . 2 (N/A) 4 . 2 140 FTG 2T3G PE 0 . 0 UG1 -4 . 0 H. S . 65 . 3 250 . 0 0 . 002 TL 1001 . 00 PV Pipe : 2 1358 . 1 8 . 390 PL 50 . 00 PF 1 . 3 UG1 -4 . 0 H. S. 65 . 3 250 . 0 7 . 9 140 FTG TLG PE -1 . 9 FLG 0 . 5 0 . 0 62 . 0 0 . 0 0 . 010 TL 138 . 00 PV Pipe : 3 1358 . 1 8 . 249 PL 1 . 50 PF 0 .2 FLG 0 . 5 0 . 0 62 . 0 0 . 0 8 .2 150 FTG L PE -0 . 6 DC1 2 . 0 0 . 0 61 .2 0 . 0 0 . 009 TL 24 . 17 PV Pipe : 4 FIXED PRESSURE LOSS DEVICE DC1 2 . 0 0 . 0 61 .2 0 . 0 3 . 0 psi, 1358 . 1 gpm DC2 2 . 0 0 . 0 58 .2 0 . 0 Pipe : 5 1358 . 1 8 . 249 PL 3 . 83 PF 0 . 1 DC2 2 . 0 0 . 0 58 .2 0 . 0 8 . 2 120 FTG ---- PE 0 . 0 BR1 2 . 0 0 . 0 58 . 1 0 . 0 0 . 014 TL 3 . 83 PV Pipe : 6 1358.1 8 .249 PL 1. 67 PF 0. 0 BR1 2 . 0 0 . 0 58 . 1 0 . 0 8 .2 120 FTG ---- PE 0 . 0 BR2 2 . 0 0 . 0 58 . 1 0 . 0 0 . 014 TL 1 . 67 PV Pipe : 7 1358 . 1 6 . 357 PL 25 . 83 PF 5 . 8 BR2 2 . 0 0 . 0 58 . 1 0 . 0 13 . 7 120 FTG TCB PE -11 .2 TR2 27 . 8 0 . 0 41 . 1 0 . 0 0 . 049 TL 116 . 83 PV Pipe : 8 1358 . 1 6 . 357 PL 66 . 04 PF 5 . 0 TR2 27 . 8 0 . 0 41 . 1 0 . 0 13 . 7 120 FTG 2E PE 0 . 0 19 27 . 8 0 . 0 36 . 1 0 . 0 0 . 049 TL 102 . 04 PV Pipe : 9 1358 . 1 6 . 357 PL 81 . 50 PF 4 . 0 19 27 . 8 0 . 0 36 . 1 0 . 0 13 . 7 120 FTG ---- PE 0 . 0 20 27 . 8 0 . 0 32 . 1 0 . 0 0 . 049 TL 81 . 50 PV Pipe : 10 1254 . 9 6 . 357 PL 10 . 00 PF 0 . 4 20 27 . 8 0 . 0 32 . 1 0 . 0 12 . 7 120 FTG ---- PE 0 . 0 21 27 . 8 0 . 0 31 . 7 0 . 0 0 . 043 TL 10 . 00 PV Pipe : 11 1157 . 7 6 . 357 PL 10 . 00 PF 0 . 4 21 27 . 8 0 . 0 31 . 7 0 . 0 11 . 7 120 FTG ---- PE 0 . 0 22 27 . 8 0 . 0 31 . 3 0 . 0 0 . 037 TL 10 . 00 PV Pipe: 12 1064 . 5 6 . 357 PL 10 . 00 PF 0 . 3 22 27 . 8 0 . 0 31 . 3 0 . 0 10 . 8 120 FTG ---- PE 0 . 0 23 27 . 8 0 . 0 31 . 0 0 . 0 0 . 031 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 . SDF JOB TITLE: GAYTEWAY B PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 973 .2 6 . 357 PL 10 . 00 PF 0 . 3 23 27 . 8 0 . 0 31 . 0 0 . 0 9 . 8 120 FTG ---- PE 0 . 0 24 27 . 8 0 . 0 30 . 7 0 . 0 0 . 027 TL 10 . 00 PV Pipe: 14 880 . 7 6 . 357 PL 10 . 00 PF 0 .2 24 27 . 8 0 . 0 30 . 7 0 . 0 8 . 9 120 FTG ---- PE 0 . 0 25 27 . 8 0 . 0 30 . 5 0 . 0 0 . 022 TL 10 . 00 PV Pipe : 15 777 . 4 6 . 357 PL 10 . 00 PF 0 . 2 25 27 . 8 0 . 0 30 . 5 0 . 0 7 . 9 120 FTG ---- PE 0 . 0 26 27 . 8 0 . 0 30 . 3 0 . 0 0 . 018 TL 10 . 00 PV Pipe : 16 665. 5 6 . 357 PL 10 . 00 PF 0 . 1 26 27 . 8 0 . 0 30 . 3 0 . 0 6. 7 120 FTG ---- PE 0 . 0 27 27 . 8 0 . 0 30 .2 0 . 0 0 . 013 TL 10 . 00 PV Pipe : 17 445 . 3 6 . 357 PL 8 . 00 PF 0 . 1 27 27 . 8 0 . 0 30 . 2 0 . 0 4 . 5 120 FTG ---- PE 0 . 0 28 27 . 8 0 . 0 30 . 1 0 . 0 0 . 006 TL 8 . 00 PV Pipe : 18 223 . 0 6 . 357 PL 8 . 00 PF 0 . 0 28 27 . 8 0 . 0 30 . 1 0 . 0 2 . 3 120 FTG ---- PE 0 . 0 29 27 . 8 0 . 0 30 . 1 0 . 0 0 . 002 TL 8 . 00 PV Pipe: 19 103 .2 4 .260 PL 10 . 00 PF 0 . 0 30 27 . 8 0 . 0 28 . 3 0 . 0 2 . 3 120 FTG ---- PE 0 . 0 31 27 . 8 0 . 0 28 .2 0 . 0 0 . 003 TL 10 . 00 PV Pipe: 20 200 . 5 4 .260 PL 10 . 00 PF 0 . 1 31 27 . 8 0 . 0 28 .2 0 . 0 4 . 5 120 FTG - PE 0 . 0 32 27 . 8 0 . 0 28 . 1 0 . 0 0 . 010 TL 10 . 00 PV Pipe : 21 293. 6 4 .260 PL 10 . 00 PF 0 . 2 32 27 . 8 0 . 0 28 . 1 0 . 0 6. 6 120 FTG ---- PE 0 . 0 33 27 . 8 0 . 0 27 . 9 0 . 0 0 . 020 TL 10 . 00 PV Pipe: 22 385 . 0 4 . 260 PL 10 . 00 PF 0 .3 33 27 . 8 0 . 0 27 . 9 0 . 0 8 . 7 120 FTG ---- PE 0 . 0 34 27 . 8 0 . 0 27 . 6 0 . 0 0 . 034 T.L 10 . 00 PV Pipe: 23 477 . 4 4 . 260 PL 10 . 00 PF 0 . 5 34 27 . 8 0 . 0 27 . 6 0 . 0 10 . 7 120 FTG ---- PE 0 . 0 35 27 . 8 0 . 0 27 . 1 0 . 0 0 . 050 TL 10 . 00 PV Pipe : 24 580 . 7 4 . 260 PL 10 . 00 PF 0 . 7 35 27 . 8 0 . 0 27 . 1 0 . 0 13 . 1 120 FTG ---- PE 0 . 0 36 27 . 8 0 . 0 26 . 4 0 . 0 0 . 072 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 . SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 25 692 . 6 4 . 260 PL 10 . 00 PF 1 . 0 36 27 . 8 0 . 0 26 . 4 0 . 0 15 . 6 120 FTG ---- PE 0 . 0 37 27 . 8 0 . 0 25 . 4 0 . 0 0 . 100 TL 10 . 00 PV Pipe: 26 458 . 3 4 .260 PL 8 . 00 PF 0 . 4 37 27 . 8 0 . 0 25 . 4 0 . 0 10 . 3 120 FTG ---- PE 0 . 0 38 27 . 8 0 . 0 25 . 0 0 . 0 0 . 046 TL 8 . 00 PV Pipe : 27 228 . 5 4 .260 PL 8 . 00 PF 0 . 1 38 27 . 8 0 . 0 25 . 0 0 . 0 5 . 1 120 FTG ---- PE 0 . 0 39 27 . 8 0 . 0 24 . 9 0 . 0 0 . 013 TL 8 . 00 PV Pipe: 28 103 .2 3 . 314 PL 254 . 50 PF 3 . 8 20 27 . 8 0 . 0 32 . 1 0 . 0 3 . 8 120 FTG 4E4T PE 0 . 0 30 27 . 8 0 . 0 2.8 . 3 0 . 0 0 . 010 TL 382 . 62 PV Pipe : 29 97 . 3 3 . 314 PL 254 . 50 PF 3 . 4 21 27 . 8 0 . 0 31 . 7 0 . 0 3 . 6 120 FTG 4E4T PE 0 . 0 31 27 . 8 0 . 0 28 .2 0 . 0 0 . 009 TL 382 . 62 PV Pipe : 30 93 . 1 3 . 314 PL 254 . 50 PF 3 . 2 22 27.8 0.0 31 .3 0.0 3 .5 120 FTG 4E4T PE 0 . 0 32 27 . 8 0 . 0 28 . 1 0 . 0 0 . 008 TL 382 . 62 PV Pipe: 31 91 . 4 3 . 314 PL 254 . 50 PF 3 . 1 23 27 . 8 0 . 0 31 . 0 0 . 0 3 . 4 120 FTG 4E4T PE 0 . 0 33 27 . 8 0 . 0 27 . 9 0 . 0 0 . 008 TL 382 . 62 PV Pipe : 32 92 . 5 3 . 314 PL 254 . 50 PF 3 . 1 24 27 . 8 0 . 0 30 . 7 0 . 0 3 . 4 120 FTG 4E4T PE 0 . 0 34 27 . 8 0 . 0 27 . 6 0 . 0 0 . 008 TL 382 . 62 PV Pipe : 33 103 . 3 3 . 314 PL 252 . 50 PF 3 . 4 25 27 . 8 0 . 0 30 . 5 0 . 0 3 . 8 120 FTG 4T PE 0 . 0 35 27 . 8 0 . 0 27 . 1 0 . 0 0 . 010 TL 339 . 86 PV Pipe: 34 111 . 9 3 . 314 PL 252 .50 PF 3 . 9 26 27 . 8 0 . 0 30 . 3 0 . 0 4 .2 120 FTG 4T PE 0 . 0 36 27 . 8 0 . 0 26 . 4 0 . 0 0 . 012 TL 339. 86 PV Pipe : 35 220 .2 3 . 314 PL 176 .25 PF 8 . 9 27 27 . 8 0 . 0 30 .2 0 . 0 8 . 2 120 FTG 2T PE -0 . 9 12A 29 . 8 25 .2 20 . 4 113 . 8 0 . 041 TL 219 . 93 PV Pipe : 36 106 . 5 3 . 314 PL 10 . 00 PF 0 . 1 12A 29 . 8 25 .2 20 . 4 113 . 8 4 . 0 120 FTG ---- PE 0 . 0 11A 29 . 8 25 .2 20 . 3 113 . 5 0 . 011 TL 10 . 00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 . SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC . VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 37 -7 . 0 3 . 314 PL 10 . 00 PF 0 . 0 11A 29 . 8 25 . 2 20 . 3 113 . 5 0. 3 120 FTG ---- PE 0 . 0 10A 29 . 8 25 .2 20 . 3 113 . 5 0 . 000 TL 10 . 00 PV Pipe: 38 -120 . 5 3 . 314 PL 10 . 00 PF 0 . 1 10A 29 . 8 25 .2 20 . 3 113 . 5 4 . 5 120 FTG ---- PE 0 . 0 9A 29 . 8 25 .2 20 . 4 113 . 8 0 . 013 TL 10 . 00 PV Pipe: 39 -234 . 3 3 . 314 PL 46 .25 PF 4 . 1 9A 29 . 8 25.2 20 . 4 113 . 8 8 . 7 120 FTG 2T PE 0 . 9 37 27 . 8 0 . 0 25 . 4 0 . 0 0 . 046 TL 89 . 93 PV Pipe: 40 222 . 4 3 . 314 PL 176 .25 PF 9 . 1 28 27 . 8 0. 0 30 . 1 0 . 0 8 . 3 120 FTG 2T PE -0 . 9 8A 29 . 8 25.2 20 . 2 113 . 2 0 . 041 TL 219 . 93 PV Pipe: 41 109 .2 3 . 314 PL 10 . 00 PF 0 . 1 8A 29 . 8 25.2 20 .2 113 .2 4 . 1 120 FTG ---- PE 0 . 0 1 7A 29 . 8 25.2 20 . 1 112 . 9 0 . 011 TL 10 . 00 PV Pipe: 42 -3 . 7 3 . 314 PL 10 . 00 PF 0 . 0 7A 29 . 8 25 .2 20 . 1 112 . 9 0. 1 120 FTG ---- PE 0 . 0 6A 29 . 8 25.2 20 . 1 112 . 9 0 . 000 TL 10 . 00 PV Pipe: 43 -116 . 5 3 . 314 PL 10 . 00 PF 0 . 1 6A 29 . 8 25 .2 20 . 1 112 . 9 4 . 3 120 FTG -- - PE 0 . 0 5A 29 . 8 25 .2 20 . 2 113 .2 0 . 013 TL 10 . 00 PV Pipe : 44 -229 . 8 3 . 314 PL 46 .25 PF 4 . 0 5A 29 . 8 25 .2 20 .2 113 . 2 8 . 5 120 FTG 2T PE 0 . 9 38 27 . 8 0. 0 25 . 0 0 . 0 0 . 044 TL 89 . 93 PV Pipe : 45 223. 0 3 . 314 PL 176.25 PF 9 . 1 29 27 . 8 0 . 0 30 . 1 0 . 0 8 . 3 120 FTG 2T PE -0 . 9 4A 29 . 8 25.2 20 . 1 113 . 0 0 . 042 TL 219. 93 PV Pipe: 46 109. 9 3 . 314 PL 10 . 00 PF 0 . 1 4A 29 . 8 25 .2 20 . 1 113 . 0 4 . 1 120 FTG ---- PE 0 . 0 3A 29 . 8 25 .2 20 . 0 112 . 7 0 . 011 TL 10 . 00 PV Pipe: 47 -2 . 8 3 . 314 PL 10 . 00 PF 0 . 0 3A 29 . 8 25 .2 20 . 0 112 . 7 0 . 1 120 FTG ---- PE 0 . 0 2A 29 . 8 25 .2 20 . 0 112 . 7 0 . 000 TL 10 . 00 PV Pipe : 48 -115.5 3 . 314 PL 10 . 00 PF 0 . 1 2A 29 . 8 25 .2 20 . 0 112 . 7 4.3 120 FTG .---- PE 0 . 0 lA 29 . 8 25 .2 20 . 1 113 . 0 0 . 012 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE : 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 .SDF JOB TITLE : GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 49 -228 . 5 3 . 314 PL 46 .25 PF 3 . 9 lA 29 . 8 25 . 2 20 . 1 113 . 0 8 . 5 120 FTG 2T PE 0 . 9 39 27 . 8 0 . 0 24 . 9 0 . 0 0 . 043 TL 89 . 93 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8 . 8 D computer program in accordance with NFPA13 (2016) under license no. 38081321 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 . 052 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15 . 6 ft/sec at pipe 25 . (4) a. System remote area HAS been proven or 'peaked b. Minimum pressure at any sprinkler: 20 . 000 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 20 . 004 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 20 . 007 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 -l1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 . SDF JOB TITLE : GAYTEWAY B 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 --------------------------------------------- F45E11 3. 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 Ij SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 . SDF JOB TITLE : GAYTEWAY B WATER SUPPLY ANALYSIS Static: 87 . 00 psi Resid: 64 . 00 psi Flow: 5000 . 0 gpm 100 . 0 A LEGEND 1 80 . 0 1 gAvailable pressure 84 . 18 psi @ 1608 . 2 gpm G p 2 g Required pressure U 2 67 .21 psi @ 1608 .2 gpm G E 60 . 0 ._ A. Source Supply Curve P B. System Demand Curve R E 40 . 0 S U R E ( 20 . 0 p B s i 0 . 0 -- . -- ....r -14 . 7 10(150(20002500 3000 3500 4000 4500 5000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE : 9/4/2019AYTEWAY BLDG B\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYB-SYS2 .SDF JOB TITLE: GAYTEWAY B WATER SUPPLY CURVE 96+ 88*\\ I \\ 0 \\ I \\ 80+ \\\ I \\ I \\ I \\ 72+ \\\ x \\ I \\ P 64+ * <-64 . 0 psi @ 5000 gpm R Flow Test Point E S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND " X = Required Water Supply ' 67 .21 psi @ 1608 . 2 gpm " 8+ " 0 = Available Water Supply " 84 . 18 psi @ 1608 .2 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Intentionally Blank 'RIOT Fire Sprinklers Save L1vesl Taco 70TH Avenue East P Tacoma,WA 98424 FIRE PROTECTION, INC. TEL:(263)926.2290 FAX:(253)922.6150 Fire Protection Submittal Seismic Bracing Calculations For Gayteway Business Park Building B 20015 — 67th Avenue NE Arlington, WA 98223 For Sierra Construction Company 14800 NE North Woodinville Way Woodinville, WA 98072 FIRATRIOT Job #11 -2191 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 PATMFP099CF Intentionally Blank TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E r Tacoma,WA 98424 F.TeN 20015-67th Ave NE PowffFvaidm3s'Nodda a - Phone: 253-926-2290 Arlington,WA License: Job#11-2191 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCO TM 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 Fig.825 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° 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 mmL Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG.825 , Max Horizontal Load 1310 Ibs(594 kg) BAR JOIST SWAY BRACE ATTACHMENT nn: TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Orientation to Connecting Surface NFPAType H 1 . OBI STEEL PIf E i astener i i Type Fig.825 Along Beam Diameter N/A Length N/A i Maximum Load O FIG. 1001 1425 Ibs (646 kg) TOLCFFAST CLAMP i Brace Identification on Plans SB-1 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP = 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 35 ft(10.7 m) 35 ft(10.7 m) 23.03 lb/ft(34.27 kg/m) 806 Ibs(366 kg) 3"(80 mm) Sch.7 91 ft(27.7 m) 91 ft(27.7 m) 7.18 lb/ft(10.68 kg/m) 653 Ibs(296 kg) 1"(25 mm) Sch.40 12 ft(3.7 m) 12 ft(3.7 m) 2.05 lb/ft(3.05 kg/m) 25 Ibs(11 kg) Subtotal Weight 1484 Ibs(673 kg) Wp(incl. 15%) 1707 Ibs(774 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 903 Ibs(409 kg) 6" sch.10 35 Maximum Fpw per 9.3.5.5.2(if applicable) 2269 Ib(1029 kg) {TOLBraceI"Version 8) Use of TOLBraceT"Is subject to terms and conditions per the end user license agreement TOLBraceT"° Seismic Calculation Gayt--way Bldg B Job# 11-2191 20015-67th Ave NE F aT N Povnwing Bus�irraT'Ahr+fJnrile Brace Identification SB-1 Brace Type(Per NFPA#13) NFPAType H Braced Pipe (ft) 6" Sch.10 Steel Pipe Spacing of Brace 35'0" (10.67 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 Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 135 ft(10.7 m) 3"Sch.7 Steel Pipe(76.2 mm) 191 ft(27.7 m) 1"Sch.40 Steel Pipe(25 4 mm) 112 ft(3.7 m) 'w'—rr WASMINOTON STATErrrrw7 a CERTIFICATE OF COMPETENCY a a FIRE PROTECTION SPRINKLER SYSTEMS 0 jPietro Demonte a A 5541-0610-C Level 1 Patriot Fire Protection, Inc. a � a C,�S`/9 expires a 7 �(„^ 121211 xxxxrrr 1 Iqn D�IIt rwrrrwww�rwr�owrr G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 903 Ibs (410 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 1425 Ibs (646 kg) Fig. 1001 Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte .The description of the Structural Member is for informational purposes only. TOLBraceTM 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: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 F., T eN 20015-67th Ave NE Phone: 253-926-2290 Pawed"eidnm I#oddd& Arlington,WA License: Job#11-2191 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 kq) 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 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 !n1 TOLCO FIG.980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT O� Orientation to Connecting Surface NFPA Type I STEEL PIPE Istener i i Type Fig.825 Along Beam i Diameter N/A Length N/A / Maximum Load 1744 Ibs (791 kg) TOLCFAST CLAMP Brace Identification on Plans SB-2 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CPWP) C = 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 20 ft(6.1 m) 20 ft(6.1 m) 23.03 lb/ft(34.27 kg/m) 461 Ibs(209 kg) 3"(80 mm) Sch.7 300 ft(91.4 m) 300 ft(91.4 m) 7.18 lb/ft(10.68 kg/m) 2154 Ibs(977 kg) 1"(25 mm) Sch.40 21 ft(6.4 m) 21 ft(6.4 m) 2.05 lb/ft(3.05 kg/m) 43 Ibs(20 kg) Subtotal Weight 2658 Ibs(1206 kg) Wp(incl. 15%) 3057 Ibs(1387 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 1617 Ibs(733 kg) 6" Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) ITOLBraceT"Version 81 Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg B Job# 11-2191 20015-67th Ave NE E a i ®N Ptn�rru9 8rasirirs�'hbddnrJe Brace Identification SB-2 Brace Type (Per NFPA#13) NFPA Type I Braced Pipe (ft) 6"Sch.10 Steel Pipe Spacing of Brace 20'0" (6.1 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 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch 10 Steel Pipe(152.4 mm) 120 ft(6.1 m) 3"Sch.7 Steel Pipe(76.2 mm) 1300 ft(91.4 m) 1"Sch.40 Steel Pipe(25.4 mm) 121 ft(6.4 m) ,n r r-rr WASHINGTON STATE rr ; 1 CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLSR SYSTEMS ; pPietro Demonte 1 1 5541-0610-C Level 1 Patriot Fire Protection, Inc. 1 1 PATRIFP099CF 1 1 M expires21311 Date rrrrrrrrrrrrrrr G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1616 Ibs (733 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 Pietro Demonte *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 TOLBracel 8 Visit us at www tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 E aT eN 20015-67th Ave NE Phone: 253-926-2290 PbWW O Vamnfda Arlington,WA License: Job#11-2191 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 10'5" (3.17 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.5" Sch.40 _ _ Fig.2002 Clamp 2015 Ibs(914 kg) 1745 Ibs(792 kg) Fig.980 Universal Swivel 2015 Ibs(914 kq) 1745 Ibs(792 kg) Type of Brace Sch.40 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 0.623" (16 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG.825-, Max Horizontal Load 2595 Ibs (1177 kg) BAR JOIST SWAY BRACE ATTACHMENT nn TOLCO FIG.980 U BRACE Fastener Information UNIVERSALATWTAACHMENT o!I STEEL PIPE Orientation to Connecting Surface NFPA Type F astener Type Fig.825 Across Beam O Diameter N/A Length N/A O TOLCO FIG. 2002 ' r' Maximum Load 1744 Ibs (791 kg) SWAY BRACE ATTACHMENT O Brace Identification on Plans SB-3 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch.40 10 ft(3 m) 10 ft(3 m) 31.69 lb/ft(47.16 kg/m) 317 Ibs(144 kg) 3"(80 mm) Sch.7 150 ft(45.7 m) 150 ft(45.7 m) 7.18 Ib/ft(10.68 kg/m) 1077 Ibs(489 kg) 2"(50 mm) Sch. 10 87 ft(26.5 m) 87 ft(26.5 m) 4.22 lb/ft(6.28 kg/m) 367 Ibs(166 kg) 1.5"(40 mm) Sch.40 24 ft(7.3 m) 24 ft(7.3 m) 3.61 lb/ft(5.37 kg/m) 87 Ibs(39 kg) 1.25"(32 mm) Sch.40 20 ft(6.1 m) 20 ft(6.1 m) 2.93 lb/ft(4.36 kg/m) 59 Ibs(27 kg) Sch.40 36 ft(11 m) 36 ft(11 m) 2.05 lb/ft(3.05 kg/m) 74 Ibs(34 kg) Subtotal Weight 1981 Ibs(899 kg) Wp(incl. 15%) 2278 Ibs(1033 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1205 Ibs(547 kg) s•, Sch.40 10 Maximum Fpw per 9.3.5.5.2(if applicable) 7893 lb(3580 kg) ITOLBraceT"'Version 81 Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation tGayieway RidU B Job# 11-2191 20015-67th Ave NE F.,T•N f;ryyl'l li ifl IjIbIn L'.1] iill'il}'.11(�I' Brace Identification SB-3 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 6"Sch.40 Steel Pipe Spacing of Brace 10'0" (3.05 m) Orientation of Brace Lateral Bracing Material 1.5" Sch.40 Maximum Brace Length 10' 5" (3.16 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.40 Steel Pipe(152.4 mm) 10 ft(3 m) 3"Sch.7 Steel Pipe(762 mm) 150 ft(45 7 m) 2"Sch.10 Steel Pipe(50 B mm) 87 ft(26.5 m) 1.5"Sch.40 Steel Pipe(38 1 mm) 24 ft(7.3 m) 1.25"Sch.40 Steel Pipe(31 75 mm) 20 ft(6.1 m) 1"Sch.40 Steel Pipe(25 4 mm) 36 ft(11 m) WASHIN070NSTATE FICATE OF COMPET CERTI ENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS ; jPietro Demonte ; 1 5541-0610-C Level 1protection, Inc. 1 PATRIFP099C 1 8xplro� 1 1P1-Lnntur@ 12I3111 1 Drit� m J G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1204 Ibs (546 kg) Material Capacity 2595 Ibs (1177 kg) Fastener Capacity 1744 Ibs(791 kg) Fig.2002 Clamp 1745 Ibs(792 kg) Fig.980 Universal Swivel 1745 Ibs(792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracel 8 Visit us at www tolco cam TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 IF Jo ly 20015-67th Ave NE Phone: 253-926-2290 ftmdng86yinasa4W Ye Arlington,WA License: Job#11-2191 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. 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 Fig.825 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCOM 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 1310 Ibs(594 kg) BAR JOIST SWAY BRACE ATTACHMENT tn1 TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Orientation to Connecting Surface NFPA Type H :I STEEL PIPE i astener Type Fig.825 Along Beam Diameter N/A ' Length N/A Maximum Load 1425 Ibs 646 k TOLCO FIG. 1001 ( �)_ FAST CLAMP Brace Identification on Plans SB-4 Prying Factor N/A Brace Type Lateral[X] Longitudinal [ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 23.03 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) 560 Ibs(254 kg) 6" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) {TOLBracel"Version 8) Use of TOLBrace"•is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg B Job# 11-2191 20015-67th Ave NE F.T*N P�rinF 8usirre�`htxfdwrde Brace Identification SB-4 Brace Type (Per NFPA#13) NFPA Type H 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 Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152 4 mm) 140 ft(12.2 m) :•rw aw a., ...s . ..ss•....rmaa a. WA3NINGTON STATE s. L1, CIEriT f1.CATE....OF COMPETENCY A FIItE P;<UTCCTlot4 6r`RtNF<t-Ka SYSTEMS Q a Pietro Demonte ; 1 5541.061O-C Level iPatriot Fire Protection, Inc. PATRIFP099CF ; IDitto r uvasrr<sw or an y.wro G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 560 Ibs (254 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 1425 Ibs (646 kg) Fig. 1001 Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only.not the structure it is attached to. Calculated with TOLBraceTOA B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 a. S 20015-67th Ave NE Ptm rhvaroflw'Aodd�de Phone: 253-926-2290 Arlington,WA License: Job#11-2191 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 1600 Ibs(726 kg) 1131 Ibs(513 kg) Fig.980 Universal Swivel 2015 Ibs(914 kq) 1425 Ibs(646 kq) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 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) YnAclA iAt!iVtx! t.T;T•Tr:-7 O sawY nowo no Yoa. _ � l UqY.MAL MAY � Fastener Information °""` "'�"`"' oil Orientation to Connecting Surface NFPAType E astener ova:ra°o nY 111A,AL- wa Ann Type Fig.825 Across Beam Diameter N/A Length N/A �._. _ ..ib 3%t Maximum Load 1425 Ibs(646 kg) „-"-"roq Brace Identification on Plans SB-5 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5289 Diameter Type Length Total 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) 1120 Ibs(508 kg) s" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBraceT"Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg B Job# 11-2191 20015-67th Ave NE P�wErrrig 8esimebs-'NaWnJJe Brace Identification SB-5 Brace Type(Per NFPA#13) NFPA Type E 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 TO" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' 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) 180 ft(24.4 m) rr�r�rsm�, arrrr~WASHINtL�ONSTATE 1 1 CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS 0 pPietro Demonte 1 1 5541-0610-C Level Patriot Fire Protection,Inc. 1 1 PATRIFP099CF 1 AA A1 12171119 1 I�n>i�MM DAt� rrrrrrrrrrrrrrrrr�r G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1121 Ibs(508 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig.4LA Clamp 1131 Ibs (513 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte *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: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 FmTeN 20015-67th Ave NE Phone: 253-926-2290 Powe*&dmrwftA Vr Arlington,WA License: Job#11-2191 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLC0TM Brace Components Maximum Brace Length T 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig.4LA Clamp 1600 Ibs(726 kg) 1131 Ibs(513 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° 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 1310 Ibs (594 kg) II Fastener Information °: Orientation to Connecting Surface NFPA Type H astener .uw,.aWpro�A MACI AIi WAWRM Type Fig.825 Along Beam /. Diameter N/A �r Length N/A fir Maximum Load 1425 Ibs (646 kg) Brace Identification on Plans S13-6 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 80 ft(24.4 m) 80 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) 1120 Ibs(508 kg) 6" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A 1TOLBrace-Version 81 Use of TOLBrace"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation ravteway Bldg B Job# 11-2191 20015-67th Ave NE IF.T*N Powering Busrrlw's'NviWnfde Brace Identification SB-6 Brace Type(Per NFPA#13) NFPAType H 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 TO" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 80 ft WASHINGTON STATE r CERTIFICATE OF COMPETENCY r r FIRE PROTECTION SPRINKLER SYSTEMS ; jPietro Demonte 1 1 5541-0610-C Level r 1 Patriot Fire Protection, Inc. r 1 PATRIFP099CF 1 r r rvl '�� r/ 12131r1 r G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1121 Ibs (508 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 1425 Ibs (646 kg) Fig.41-A Clamp 1131 Ibs(513 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte 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 TOI-Brace-6 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 sa TA 20015-67th Ave NE Pbmr*BWmw'ftddW& Phone: 253-926-2290 Arlington,WA License: Job#11-2191 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. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kq) Type of Brace Sch. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° 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 TOLCO FIG. 825 Max Horizontal Load 1310 Ibs (594 kg) BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT OsI Orientation to Connecting Surface NFPA Type H STEEL PIPE - astener Type Fig.825 Along Beam Diameter N/A Length N/A TOLCO FIG. 1001 Maximum Load 1425 Ibs (646 kg) FAST CLAMP Brace Identification on Plans SB-7 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 23.03 lb/ft(34.27 kg/m) 691 Ibs(313 kg) 3"(80 mm) Sch.7 130 ft(39.6 m) 130 ft(39.6 m) 7.18 lb/ft(10.68 kg/m) 933 Ibs(423 kg) Subtotal Weight 1624 Ibs(737 kg) Wp(incl. 15%) 1868 Ibs(847 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 988 Ibs(448 kg) 6" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 2647 lb(1200 kg) (TOLBrace-Version 8) Use of TOLBrace"Is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculation Gayteway Bldg B Job# 11-2191 20015-67th Ave NE Pnverrng 8wr'rm�s Arwhludde Brace Identification SB-7 Brace Type (Per NFPA'#13) NFPAType H Braced Pipe (ft) 6" Sch.10 Steel Pipe Spacing of Brace 30' 0" (9.14 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 Fig.825 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 130 ft(9.1 m) 3"Sch.7 Steel Pipe(76.2 mm) 130 ft(39.6 m) .raarsr•.rrrrrrrrrrrrW; WA5►II14OT0N STATE FIRE PROTECTION SPRRINKLEN SYSTEMS jPietro Demonte 5541-0610-C Leval Patriot Fire Protection,Inc. PAf I^FP099CF 1219111 , Sipnoluro r.n.rwr�Ei.�i.nrrrrrrr r e�rrW G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 988 Ibs (448 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 1425 Ibs (646 kg) Fig. 1001 Clamp 1425 Ibs(646 kg) Fig.980 Universal Swivel 1425 Ibs(646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte *The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated wilh TOLBracel B Visit us at www tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 20015-67th Ave NE PbwerinpBrarheaeyoddnrde Phone: 253-926-2290 Arlington,WA License: Job#11-2191 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 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 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 2173 Ibs (986 kg) BAR JOIST WAY BRACE ATTACHMENT - TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT otl Orientation to Connecting Surface NFPA Type I STEEL PIPE astener Type Fig.825 Along Beam Diameter N/A Length N/A 001 Maximum Load 1744 Ibs(791 kg) TOLCO FIG.FAST CLAMP Brace Identification on Plans SB-8 Prying Factor N/A _ Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) CP= 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 20 ft(6.1 m) 20 ft(6.1 m) 11.78 lb/ft(17.53 kg/m) 236 Ibs(107 kg) 3"(80 mm) Sch.7 300 ft(91.4 m) 300 ft(91.4 m) 7.18 lb/ft(10.68 kg/m) 2154 Ibs(977 kg) Subtotal Weight 2390 Ibs(1084 kg) Wp(incl. 15%) 2748 Ibs(1247 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1454 Ibs(659 kg) 4" Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable)rl635 lb(741 kg) =!-Brace'"Version 81 Use of TOLBraceT"Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gavteway Bldg B Job# 11-2191 20015-67th Ave NE F. \T *N Brace Identification SB-8 Brace Type(Per NFPA#13) NFPA Type I Braced Pipe (ft) 4" Sch.10 Steel Pipe Spacing of Brace 20'0" (6.1 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 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch 10 Steel Pipe(101 6 mm) 20 ft(6.1 m) 3"Sch 7 Steel Pipe(76.2 mm) 300 ft(91.4 m) er wo �•�'rrrrrr�+o rr, WASHINGTON STATE r_m CEw�RTIFICrrATE OF COMPETENCY 1 U FIRE PROTECTION SPRINKLER SYSTEMS ; iPietro Demo"W'� 1 { 5541-0610-C Level 1 1 1 Patriot Fire Protection, Inc. 1 1 PATRIFPo99CF 1 1 Igntiluro Date r,dW mrr�.mrrrr...rrrrrrr G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1453 Ibs (659 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 Pietro Demonte *The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOI-Brace-6 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 ,� ToN 20015-67th Ave NE Phone: 253-926-2290 PbwerinpBconwNodAv* Arlington,WA License: Job#11-2191 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 10'5" (3.17 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.5"Sch.40 Fig.2002 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 Least Rad.of Gyration 0.623"_(16 mm) other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG.825 Max Horizontal Load 2595 Ibs (1177 kg) BAR JOIST SWAY BRACE ATTACHMENT nn TOLCO FIG.980- U SWAY BRACE Fastener Information UNIVERSALATTACHMENT asl Orientation to Connecting Surface NFPA Type F STEEL PIPE- T' r / astener r i r Type Fig.825 Across Beam Diameter N/A �• ; r � Length N/A / Maximum Load TOLCO FIG. 2002 , 1744 Ibs (791 SWAY BRACE ATTACHMENT Brace Identification on Plans sB-9 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 20 ft(6.1 m) 20 ft(6.1 m) 11.78 Ib/ft(17.53 kg/m) 236 Ibs(107 kg) 3"(80 mm) Sch.7 300 ft(91.4 m) 300 ft(91.4 m) 7.18 lb/ft(10.68 kg/m) 2154 Ibs(977 kg) Subtotal Weight 2390 Ibs(1084 kg) Wp(incl. 15%) 2748 Ibs(1247 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 1454 Ibs(659 kg) a Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) ITOLBraceT"Version 81 Use of TOLBrace'"is subject to terms and conditions per the and user license agreement TOLBraceT"' Seismic Calculation Gayteway Bldg B Job# 11-2191 20015-67th Ave NE E A*N oknti Aw Bta�ria ss'NaklvuY�rs Brace Identification SB-9 Brace Type(Per NFPA#13) NFPA Type F Braced Pipe(ft) 4" Sch.10 Steel Pipe Spacing of Brace 20'0" (6.1 m) Orientation of Brace Lateral Bracing Material 1.5" Sch.40 Maximum Brace Length 10'5" (3.16 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) 20 ft(6.1 m) 3"Sch.7 Steel Pipe(76.2 mm) 1300 ft(91.4 m) =amen rnsrrrrrrrrrrrro�r� U WASHINGTON STATE r FIRE CERTIFICATE SPRINKLEER SYSTEMS 1 1 Pietro Demonte 1 d 5541-0610-C Level 1 1 Patriot Fire Protection, Inc. ; ii PATRIFP099CF 1 g 1=11xplros 1 1 Unto 1 �r r rrrr—rrrrrrrrrrrr� G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1453 Ibs(659 kg) Material Capacity 2595 Ibs (1177 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.2002 Clamp 1745 Ibs (792 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte 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 TOLBrace-B Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 a • 20015-67th Ave NE Phone: 253-926-2290 Po"mft 8wk='SreddKMv Arlington,WA License: Job#11-2191 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 1000 Ibs(454 kg) 707 Ibs(321 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 _ _ Fig.825 Across Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45' 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 1310 Ibs (594 kg) Qi Fastener Information Orientation to Connecting Surface NFPA Type E astener W 84T m �„Y. Min• Type Fig.825 Across Beam Diameter N/A Length N/A �� Q Maximum Load 1425 Ibs (646 kg) 4 .n 11 p corm Brace Identification on Plans SB-10 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 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) 573 Ibs(260 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBracel"Version 8) Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg B Job# 11-2191 20015-67th Ave NE F A T*N Rhvlying Busiriass Nwfiflnfrh+ Brace Identification SB-10 Brace Type(Per NFPA#13) NFPA Type E 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 45' 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) 80 ft(24.4 m) r.w-------------- urwry Q WASHINGTON STATE CERTIFICATE OF COMPETENCY n U FIRE PROTECTION SPRINKLER SYSTEMS a BPietro Demonte p 1 5541-0610-C Level g Patriot Fire Protection, Inc. P. 1 IIATRII�F,P'099CF q exph.. 1 9lpnetwu Gets 'I2/31HH +1+ r m�o�ewro rY r�r.rn r.wwe lA.011 r. Z3r--r tw sJ! G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 573 Ibs (260 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 1425 Ibs(646 kg) Fig.4LA Clamp 707 Ibs (321 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte "The description of the Structural Member is for informational purposes only. TOLBrace-software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracel 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg B Address: 2707-70th Ave E Tacoma,WA 98424 . 20015-67th Ave NE ,,,ggrt,;mwA6y � Phone: 253-926-2290 Arlington, WA License: Job#11-2191 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) 707 Ibs(321 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 Fig.825 Along Beam 2015 Ibs(914 kg) 1425 Ibs(646 kg) 45° Mini '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 s uwrNu TMI'M= Max Horizontal Load 1310 Ibs (594 kg) _ .,A«,,,,,,�,�,,, ! I Fastener Information Orientation to Connecting Surface NFPAType H u"" ,iste ner .ua;,acora,u v,ur"Y DWI A"A04XW Type Fig.825 Along Beam /. Diameter N/A -i Length N/A J I_r Maximum Load 1425 Ibs (646 kg) U Mom. .V.� Brace Identification on Plans SB-11 Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 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) 573 Ibs(260 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTM Version 81 Use of TOLBraceT is subject to terns and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg B Job# 11-2191 20015-67th Ave NE F.& l T *N Pbr�rirrp BruYrtess'Noifdtmfle Brace Identification SB-11 Brace Type(Per NFPA#13) NFPAType H Braced Pipe (ft) 4" Sch.10 Steel Pipe Spacing of Brace 00'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material V Sch.40 Maximum Brace Length TO" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' 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) 80 ft(24 4 m) WASHINGTON STATE CERTIFICATE OF COMPETENCY Q FIRE PROTECTION SPRINKLER SYSTEMS Pietro Demonte 1 15541-0610-C Level g Patriot Fire Protection, Inc. A PATRIFP099CF � A gl-nOttuO h== �J G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 573 Ibs (260 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 1425 Ibs (646 kg) Fig.4LA Clamp 707 Ibs (321 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte The description of the Structural Member is for informational purposes only. TOLBraceM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace-8 Visit us at mnvw tolco com PAlRIOT Fire Sprinklers Save Livesl 770a�ma,WA 8424Ee�ECTION, INC. TEL:(259)926.2290 FAX:(253)922.61M Fire Protection Equipment Submittal For Gayteway Business Park Building B 20015 — 67th Avenue NE Arlington, WA 98223 For Sierra Construction Company 14800 NE North Woodinville Way Woodinville, WA 98072 FIRATRIDT Job #11 -2191 VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.342 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.370: PATRIFP099CF Intentionally .Blank Bulletin 909 May 2019 Model N25 (SIN RA0912) CD ble K25.2 (360 metric) o Early Suppression Fast Response Sprinkler o 0 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 Maximum area of coverage: 100 ft2(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) Maximum slope ceiling: 2112 pitch (9.5°) Notes: Maximum spacing: 12 ft (3.7m) for building heights 1. Water shield is listed for use only when the sprinkler is up to 30 ft (9.1m) and 10 feet (3.1m) for building installed within racks (IRAS) or under open grating (or heights greater than 30 ft (9.1m) similar) areas as required by NFPA or FM standards. Minimum spacing: 8 feet (2.4m) 2. Guard is listed for use only when the sprinkler is JDeflector distance from walls: At least 4 inches installed within racks (IRAS). Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 I 4.5'(114MM) r,.-- 2.1"(53.3MM) i 1.85"(47MM) v�s- i 3.4-(86.4MM) 1.55"(39.3MM) / 909FG01C k»•- 1.6"(40.6MM)DIA. Shown with optional S-5 Water Shield(ordered separately) Fig. 3 z Il 2.27/32 (72A] 909FG03 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 C�rA GLOBAL Table B jLV�Q�G'r i�IFP FM G OBAL Sprinkler Type ESFR Storage Response Type ESFR 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 I\/IAXlnll it, nn\/Argge 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 v 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 Aerosol Storage See NFPA 30B See FM 7-31 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 labi (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.05/19 P/N 9999970454 Bulletin 132 June 2019 Model GL112 R R Quick Response 1 D I bleUpright and Pendent Storage & Non-Storage Sprinklers o K-factor: 11 .2 (160 metric) (SIN R3226)Upright (SIN R3216) Pendent Product Description The Reliable Model GL112 is a standard coverage, Quick Response sprinkler utilizing a levered fusible alloy solder link in 165°F (74°C) or 212°F (100°C). The sprinkler has been designed to control high challenge fires in both pallet- ized and rack storage occupancies, utilizing relatively low water pressures. This sprinkler is available with 3/4" NPT or IS07-1 R3/4 threads. Listings & Approvals Approved by Factory Mutual (FM) as a storage and non- Model GL112 QR Upright storage sprinkler, Optional Guards and Water Shields GL112 Upright Water Shield (factory installed) D-7 Guard &Water Shield D-8 Guard GL112 Pendent D-9 Guard &Water Shield S-2 Water Shield Temperature Ratings Sprinkler Maximum Ceiling Frame Classification Ratin Tem erature Color .;. OF OF Ordinary 165 1 74 100 38 Uncolored Intermediate 212 1 100 150 66 White Model GL112 QR Pendent Maintenance Model GL112 QR Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammo- nia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Ordering Information Reliable's Model GL112 QR sprinkler must be installed Specify: according to NFRA Standards or the appro-riate FM i, Sprinkler Model [GL112 Upright] [GL112 Pendent] Global Data Sheets for all area/density methods of design 2. Temperature Rating[165 F (74C)], [212 °F (100 °C)] as well as the Authority Having Jurisdiction. Use only 3. Opliorial Guard or Water Shield the Model H sprinkler wrench for sprinkler removal and installation. Any other type of wrench may damage the Model H Wrench sprinkler. Note: Sprinklers should be tightened between 14-20 ft/ •s Ibs (19-27,1 N-m) torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinklers. Damage sprinklers must be replaced immediately. �— 3-1/4"(83 mm) I 4-1/2"(114 mm) Optional: OOSVU Factory-installed t water shield � e e 2-3/4"(70 mm) o � Optional:S-2 0 water shield u RASCO 1-718" (38 mm) 132FG01 E (48 mm) Pendent Upright Fig. 1 2. Model GL112 Technical Data Table A ITEM DESCRIPTION Sprinkler Identification Number(SIN) Upright R3226 Pendent R3216 K Factor US(Metric) 11.2(160) Thread Size 3/4"(ISO 7-IR3/4) Sprinkler Orientation Upright or Pendent Maximum Working Pressure,PSI (bar) 175 PSI (12 bar) Model GL112 Commodity Selection and Design Criteria Overview Table B Storage Type NFPA FM GLOBAL Sprinkler Type CMDA Storage Response Type QR QR System Type Pendent- Wet Pendent-Wet Upright-Wet, Dry, Preaction Upright-Wet, Dry, Preaction 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, Multi- ple Row, or Portable Rack Storage of See NFPA 13 See FM 2-0 &8-9 Class I - IV, Cartoned Unexp Plastics Solid Pile or Palletized Stor- age of Class I - IV and Car- See NFPA 13 See FM 2-0& 8-9 toned Unexp Plastics Idle Pallet Storage See NFPA 13 See FM 2-0, 8-9 & 8-24 Rubber Tire Storage See NFPA 13 "Upright N/A Pendent-See FM 8-3" Rolled Paper Storage See NFPA 13 See FM 8-21 Flammable Liquid Storage See NFPA 13 See FM 7-29 & 8-9 Aerosol Storage See NFPA 13 See FM 7-31 Auto Components in Portable Racks See NFPA 13 N/A 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 j, The Reliable Automatic Sprinkler Co.,Inc. Recycled (800)431-1588 Sales Offices Paper iabld (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.06/19 P/N 9999970422 Intentionally Blank Bulletin 136 January 2019 Model F1 FR LO ja eo K8.0 (115 metric) Rel Quick Response Sprinklers N O 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) Naomi 3. Factory Mutual Approvals (FM) 4. Loss Prevention Council (LPCB, UK) 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 F1 FR LO Recessed sprinklers to apply water to a fire Installation much faster than standard sprinklers of the same tempera- The Model F1 FR 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 F1 FR 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 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 e 36FG02 Technical data: Deflector Nominal Thread Max. Min. Temperature Models Response Orientation K-Factor Size Working Working Rating Finish Pressure Pressure uick Upright 3/4" NPT See See F11FR LO Response se Pendent (115 metric) or 175 psi(') 7 psi "Temperature "Finish Conventional IS07-1 R3/4 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. Model F1FR LO Pendent, Recessed Pendent, and Upright sprinklers (SIN R3612 and R3622) 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 I I SSU SSP Standard-Upright SSU and pendent SSP Deflectors Marked to Indicate Position 17/32" 20mm Large Orifice with 3/4"NPT R3/4 Thread 1 8.0 1 115 1 2.3" 58mm) 1 1,2,3,4 ))2 5,6 R3622)' ))3) R3612(53) conventional-Install in Upright or Pendent Position 20mm Large Orifice with 3/4"NPT R3/4 Thread 1 8.0 1 115 1 58mm 4 R3672 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 Upright Pendent Conventional Model F1 FR LO Quick Response Recessed Pendent SprinklerM Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Sprinkler Approval)') Sprinkler Nominal Orifice Thread Size"T" K-Factor Organization Identification US Metric Height F1 1F2 FP Numbers(SIN) 17/32"(20mm) 3/a"NPT(R3/4) 8.0 115 2.311(58mm) 1,2 1 1 2 3 1 1,2 R3612)2) (1)Refer to escutcheon data table for dimensions. (2)Electroless Nickel PTFE Plated-FM Approved/cULus Listed Corrosion Resistant 4 _3'" %EF • 3� FEcu;ce �aLE�n CEr_In'c m, a reimsr�svR�NK�R I s,�Is'rIU[ss_-m-,) -II c FADE Cr(yiTllN; P II EnI eos r-�.1 ., ,.!�•i.� ^1r.: L 1 1 1 A REE=t !12s ammJ _Ertrl.'G� ^ FACE DF FINING r M RECESS ,/e/�SmmJ QV ka �Q f!K Df eft" rx. 1 I f t 'n CIM1+ENS'Dn 'IVx J—l.��Y• %Al . A An PECESS 3/1(19m111 I I Y MaxIMUAa RECESS ! 1/2,/38— S EN] 0 # A r A-MLIM RECESS 1/8'(95mm] `II Y AIINIAf/IAl RECESS 1'[25 dmir.' ...��mEss -P(" 1_ Ar aA ALA RE ES. !6�14T-J f). A'All"M 1E'E1 s,J r_r�eix�en 81 i JUSEmm] A n unrul.,RECESS P��s ,nml IT rI. RECESS= ADJUSTA!ENT —^ -I/8'(251--j IA!UA'RECESS=I-_,P(.'1.3mrnj - •;Dla I C-1 r'"mot RECESSED P N ENT W/FP ESCUTCHEON -PSIAKLER NOT F!I APP-'VFO II'ID4 FF ES"UTCIIEON t RESEMD__P_ENQEN�W1F_1—QF_-F_2_ESt VMHEQN Fl «P NIT R�AED 1!,T,T E__umnEaN 3 Finishes(')f2) Note: A leak tight 1/2" NPT (RI/2) sprinkler joint can be ob- Standard Finishes taro d with t o of S2 - 1R fit-IbS (11 - 2A N-m) Do not Sprinkler Fgriftcheon iuu icu v"v'lu i u i�r qua. vi v � �• tighten sprinklers over maximum recommended torque. It Bronze Brass may cause leakage or impairment of the sprinklers. Chrome Plated Chrome Plated 131 Glass bulb sprinklers have orange bulb protectors to White Polyester Coated(')(Sj 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 PTFE(Q 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(5) Black Paint may leave the bulb vulnerable to damage. RASCO wrench- Off White(') Off white es arp cit=sioned to install sprinklers when covers are in RalJn Chrornr Chrome Dull place. REMOVE PROTECTORS BY UNDOING THE CLASP I>> Other finishes and colors are available on special order. BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- Consult the factory for details. TFC;TnRS. (2) FM Approvals is limited to bronze and brass,chrome or black plated finishes only. era Tem ture Ratings (3) FP Push-on/Thread-off escutcheon. p g (a) cULus listed corrosion resistance. Maximum SIN R3622. Sprinkler Ambient Bulb 5) FM Approved for SIN R3622, R3612 Classification Temperature Temperature Color (6)cULus listed corrosion resistant SIN R3622&R3612 °F °C OF I °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 68 100 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 1 141 225 107 Blue 175 psi (12 bar) (1)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 F1FR LO and F1FR 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 any other cleaning fluids. Remove 2. Sprinkler Type dust by using a soft brush or gentle vacuuming. Replace 3. Orifice Size anv snrirtkler whit l t I tds t-)eel I Dail Ited(utl tut 0laii factory al}- plied) or damaged in any way. A stock of spare sprinklers 5. Temperature Rating should be maintained to allow quick replacement of dam- 6, Sprinkler Finish aged or operated sprinklers. Prior to installation, sprinklers 7 Escutcheon Type should be maintained in the original cartons and packaging 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 F1FR LO 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 0 (800)431-1588 Sales Offices Paper Relle iabi (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.01/19 P/N 9999970027 Bulletin 014 March 2019 Model F1 FR Series Reliable (wick Response Glass Bulb Sprinklers N Model F1 FR56 Sprinkler Types t Standard Spray Upright Standard Spray Pendent ' Conventional Upright/Pendent Vertical Sidewall 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 Fi FR42, F1 FRXLH & F1 FR28 Sprinkler Types Vertical Sidewall Horizontal Sidewall Recessed Standard Spray Upright Pendent/F1/F2 Standard Spray Pendent Model F1 FR4O Sprinkler Types Standard Spray Pendent Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 ; f. Recessed Sprinkler Types Standard Spray Pendent ti 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 IF_j 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. are quick-response automatic sprin- 2. FM Approvals (FM) 3. Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element, 4. VdS Schadenverhutung GmbH (VdS) Model F1FR 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 F1FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP to NSF/ANSI Standard 61 Annex G (ULH) tional sprinkler. 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1FR 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 F1FR 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 e.xnandG fnrcing the hi_ihhlP smaller and smaller as the liq- wrench may damaae the sprinkler. A leak tiaht 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 opening the 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 FR 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 F1FR 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 F1 FR series sprinkler configurations. 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 F1FR56 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 (R.nmm) of rnver plate adjustment, See the [Design and In- in the space above. 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 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 Model K-factor Diameter Deflector/ Height Installation SIN and Approval Orientation Wrench Approvals Notes US Metric inches mm inches mm Pendent 2.25 57 W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 GFR2 RA1411 I 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 FlFR42 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 FIFRXLH 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 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 cULus, FM, 1,2,3,4 LPCB,VdS, EC F1FR56 5.6 so 1/2 15 Concealed Pendent 2.25 57 GFR2 RA14141 cULus,VdS,EC 5,6 Upright 2.25 57 W2 RA1425 cULus, FM, 1,2,3,4 LPCB,VdS, EC "Conventional 2.25 57 W2 RA1475 LPCB,VdS, EC 4 (Pendent or Upright)" Pendent 2.25 57 W2 RA1415 cULus, ULH 1 FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 GFR2 RA1415 cULus, ULH 6 Horizontal Sidewall 2.63 67 W2 RA14351 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 2,63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall 2.25 57 FW2 RA1485 cULus, FM, 1,2,3,9 (Pendent or Upright) LPCB cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (")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. (6)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. (1)cULus Listing of the F1 FR56 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 F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (s)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/ 100T(38°C) Max.Ambient 150°F(65°C) Max.Ambient 225T(107°C) Max. Model Orientation Temp. Temp. Ambient Temp. 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286T(141°C)Temp. Temp. Ra ing Tem . Rating Temp. atin Temp. Rating Rating Orange Bulb Red Bulb Yellow Bulb I Green Bulb Blue Bulb Pendent eULus F1FR28 Recessed Pendent eULus Upright eULus F1FR40 Pendent VdS Recessed Pendent VdS Pendent eULus F1FR42 Recessed Pendent eULus Upright eULus FlFR42LL Pendent eULus, ULH Recessed Pendent eULus, ULH Pendent eULus F1FRXLH Recessed Pendent eULus Upright eULus Pendent eULus, FM, LPCB,VdS, EC Recessed Pendent eULus, FM, LPCB,VdS, EC FlFR56 Concealed Pendent" eULus cULus,VdS,EC I eULus Upright eULus, FM, LPCB, VdS, LU "Conventional LPCB,VdS, EC Pendent or Upright)" Pendent eULus, ULH FlFR56LL Recessed Pendent eULus,ULH _ Concealed Pendent" eULus, ULH Horizontal Sidewall cULi is, FM FlFR56 Recessed Horizontal eULus, FM Sidewall _ FlFR56 Vertical Sidewall (Pen dent or Upright) eULus, FM, LPCB * Model FlFR56 Concealed Pendent and F1 FR56LL.Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover nlata C:lacclfiratinn:anrinklarS r�ca a IFiSa f7d0C:1 temn�araturn ratc�tj cover r Nte. 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 F1FR28 Recessed Pendent eULus eULus eULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 FlFR42 Recessed Pendent eULus eULus eULus RA1413 FlFR42LL Recessed Pendent eULus,ULH eULus, ULH eULus, ULH RA1410 FlFR42XLH Recessed Pendent eULus eULus eULus RA1413 FlFR56 Recessed Pendent eULus, LPCB,VdS, eULus, FM, LPCB, eULus, VdS, EC RA1414 EC VdS, EC FlFR56LL Recessed Pendent eULus, ULH eULus, ULH eULus, ULH RA1415 FlFR56 Recessed Horizontal Sidewall eULus eULus, FM eULus RA1435 4. 2 114"HOLE DIA. [57.2mm] 1 13/16"DIA [49.2mm] 1"X 112 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ / FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON II — II AT MAXIMUM RECESS — 1'T25.4mm] r/77T/7 L J AT MINIMUM RECESS = 3/8'T9.5mm] Fl ESCUTCH£ON Ye///1/L F2 ESCUTCHEON 3/4(19mm] AT MAXIMUM RECESS = 314'T l9mm] ADJUSTMENT AT MINIMUM RECESS = 3/8'T9.5mm] F2 £SCUTCHEON 1/2'[12.7mm] 1 R Fl ESCUTCHEON ADJUSTMENT 1 AT MAXIMUM RECESS = 7/8'T22.2mm] [3.2mmJ AT MINIMUM RECESS = 1-5/8'T41.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-118'T28.6mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] in 2 27132"DIA. [72.2mm] Ig. Model F1 FR56,F1 FR56LL, F1 FR42,F1 FR40,F1 FR42LL,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon I 1 I" X 112" REDUCER 2 518" DIA. [66.7mm] HOLE IN CEILING 1 I 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 = l'T25.4mm] j.4 — 1 a• AT MAXIMUM RECESS = 9/16 T 14.3mm] %2'T 12.7mm] i �� AT MINIMUM RECESS = 1'[25.4mm] ADJUSTMENT 3 114" DIA. [82.6mm] Fig. Model F1 FR56,F1 FR56LL,F1 FR42, F1 FR40,F1 FR42LL, F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION Fl 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] Al MAX/MUM RECESS = 3/4'T l9mm] �i AT MIN/MUM RECESS = 2-1/16'T52.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] AT MAXIMUM RECESS = 1-5/8'T41.3mm] 2 1/4" HOLE DIA. 41/8„ AT MINIMUM RECESS = 2—i/16'[52.4mm] [57.2mm] [3.2mm] 1" X 1/2" REDUCER rI I I inm = 4"-12 nm � [101.6mm-304.8mm] (49,2mm] nm 1 2 27/32" DIA. CEILING TO [72.2mm] DEFLECTOR I TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. ,,,..\�... Fl ESCUTCHEON 3/4'[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2'[12.7mm] ADJUSTMENT o i un�r RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED h0H 4" — 6" [101.6MM — 1.52.4MM] CEILING TO DEFLECTOR WITH 1--2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon I" x 112" REDUCING TEE OR ELBOW —2 `/8" DIA. 2 5116 DIA I HOLE IN CEILING CUP vtlY 1 1,/2" MAX. FACE OF FITTING " TO FACE OF CEILING DIMENSION CEILING t I ' 112" MAX. 15116" COVER ADJUSTMENT COVER PLATE ASSEMBLY 3 5/16" DIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 01 7FG01A 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 HOLE IN CEILING CUP � I � 1 7/2" MAX. FACE OF FITTING TO FACE OF CEILING .. E �.. � - I � — •� DIMENSION CEILING 5/76" MAX. 3/4" COVER ADJUSTMENT I COVER PLATE ASSEMBLY 3 5/16" DIA. SPRINKLER---� CONCEALED. 5/16" ADJUSTMENT 017FG02A Fig.5-Model F1 FR56/1`1 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 220, 260,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 (') Standard Finishes OrderingInformation S rinkier Escutcheon Cover latent Bronze Brass Chrome Specify: Chrome Plated Chrome Plated White 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated OPQ White Painted [F1FR42LL][FIFRXLH][F1FR56][F1FR56LL] S eciai Application Finishes S rinkier Escutcheon Cover later') 2. Sprinkler Deflector/Orientation: [Pendent][Recessed Electroless Nickel Electroless Nickel Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(7) PTFE Bright Brass [Recessed Horizontal Sidewall][Vertical Sidewall] Bright Brass Bright Brass Black Platinq 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Plated Black Plated Black Paint Black Paint(')(') Black Paint Off White 4. Sprinkler Temperature Rating: [135'F (57'C)][155'F Off WhiteO(6) Off White I Satin Chrome (68°C)][175°F (79°C)][200°F (93°C)][286°F (141°C)] Chrome Dull Chrome Dull 1 5. Sprinkler Finish Other finishes and colors are available on special order. Consult the 6. 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 (3) 200'F(93'C)maximum. (8.Omm) adjustment] (1) 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][1 65'F (74'C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] (5) FM Approvals finish as"Polyester coated"applies to SIN Number 10. Cover plate Finish JRA1414,RA1435 and RA1425 in standard black or white. (6)L PCB 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 • F1us1 i autvmatlC 0pr inki Dntnr`for r-horl- valves ei � v vvi vi ivvi1. V 1. %., • 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 valves • Ball drips and drum drips 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 0 (800)431-1588 Sales Offices Paper Relle iabi (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 172 May 2019 IIIIII� ® Model J112 and JU 12 Sprinklers Extended Coverage Sprinklers for Light Hazard and Ordinary Hazard cULus Listed K11.2(160 metric) Product Description .x Model J112 and JL112 series sprinklers are cULus Listed - - extended coverage spray sprinklers intended for installation ' , in accordance with NFPA 13. The sprinklers also have cU- Lus Listed Specific Application Criteria for installation under concrete tee construction in accordance with the require- ments documented in this bulletin. Coverage areas up to 400 ft2(37 m2) per sprinkler with a maximum spacing of up to 20 ft by 20 ft(6.1 m by 6.1 m)are permitted for both Light Hazard and Ordinary Hazard occupancies. Listed flows and pressures for each hazard classification and sprinkler spac- ing are provided in this bulletin. Model J112 and JL112 se- Model JL112 Upright Model J112 Upright ries sprinkler are cULus Listed as quick-response sprinklers for Light Hazard occupancies. When used in the Ordinary Hazard occupancies, Model J112 and JL112 series sprin- klers are cULus Listed as quick-response for spacings up to 14 ft by 14 ft(4.3 m by 4.3 m)and standard-response for , other listed spacings up to 20 ft by 20 ft(6.1 m by 6.1 m), Model J112 Pendent and J112 Upright sprinklers use a glass bulb operating element and are cULus Listed as Corrosion Resistant Sprinklers when ordered with White Polyester, Black Polyester, or Electroless Nickel PTFE (ENT) finish. Model JL112 Pendent and JL112 Upright sprinklers use a fusible link operating element. Model J112 Pendent Model JL112 Pendent Model J112 Pendent and Model JL112 Pendent sprinklers are cULus Listed for use with the Model F2 and Model FP recessed escutch- eons,which provide up to 112 inch (13 mm) of adjustment. In addition, for Ordinary Hazard occupancies, the Model J112 Pendent and Model JL112 Pendent sprinklers are cULus Listed for use with the Model F1 recessed escutcheon that - provides up to 3/4 inch (19 mm) of adjustment. Application Model J112 and JL112 series sprinklers are intended for installation in Light Hazard and Ordinary Hazard occupan- cies in accordance with NFPA 13. The sprinklers must be K installed in in accordance with the requirements of NFPA 13 for extended coverage spray sprinklers and the require- ments identified in this bulletin. In addition to the installation requirements of NFPA 13, cULus Listed Specific Application Criteria for installation under concrete tee construction is provided in this bulletin. Model J112 and JL112 Series Sprinkler Summary Model Orientation Operating Element Sprinkler Identification Number (SIN) J112 Pendent Glass Bulb RA7216 JL112 Pendent Fusible Link R7216 J112 Upright Glass Bulb RA7326 JL112 Upright Fusible Link R7326 www.reliablesprinkler.com Model J1 12 Pendent Sprinkler SIN RA7216 Technical Specifications Finishoc Style: Extended Coverage Pendent (See Table G) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:11.2(160 metric) Sensitivity Max.Working Pressure:175 psi (12 bar) (See Table B) sue' Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications 155°F(68°C) Thermal Sensor:Glass Bulb 200°F(93°C) _ y� Cup:Bronze Alloy Frame:Brass Alloy Recessed Escutcheons Scaling Assembly:Nickel Alloy with DTFE Fi-3/4"(1 gmrvm)adjustrnent(Ordinnni I-la ard nnly) Load Screw:Bronze Alloy F2-1/2"(13mm)adjustment Kick Spring:Steel Alloy FP-1/2"(13mm)adjustment Deflector:Brass Alloy Listings and Approvals _ Sprinkler Wrench cULus Listed Model J1 cULus Listed as Corrosion Resistant _ Model RJ (recessed) with White Polyester, Black Polyester, and ENT finish only Model J112 Pendent Sprinkler Components Wrench Flat . - ly f,t 3"(76mm) Bulb L1-5/8"(42mm) Listed Design Criteria and Sensitivity . Light Hazard Ordinary Hazard Ordinary Hazard Max.Spacing g Group 1 Group 2 ft.x ft. - (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(I/m) psi(bar) gpm(I/m) psi(bar) gpm(I/m) psi(bar) 12 x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) OR OR OR OR OR OR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) OR OR OR OR OR OR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0,8) 51 (193) 20.7(1.4) (4.9 x 4.9) OR OR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) OR OR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x 6.1) OR OR SR SR SR SR OR = Quick-response SR = Standard-response Bulletin 172 Reliable Page 2 of 7 May 2019 www.reliablesprinkler.com Model JU 12 Pendent Sprinkler SIN R7216 Technical Specifications Finishes Style:Extended Coverage Pendent (See Table G) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:11.2(160 metric) Sensitivity Max.Working Pressure: 175 psi(12 bar) (See Table C) Min.Spacing:8 ft.(2.4 m) Temperature Rating" Material Specifications 165°F(74°C) Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C) Frame:Brass Alloy Levers:Brass Alloy Recessed Escutcheons Cap:Bronze Alloy F1-34'(19mm)adjustment(Ordinary Hazard only) Sealing Assembly:Nickel Alloy with PTFE F2-1/2"(13mm)adjustment Load Screw:Bronze Alloy FP-1/2"(13mm)adjustment Deflector:Brass Alloy Strut:Copper Alloy Listings and Approvals cULus Listed Sprinkler Wrench Model J1 "Chrome and white polyester finish is supplied Model RJ(recessed) with white link regardless of temperature rating Model J112 Pendent Sprinkler Components r.- Wrench Flat i IIi 3"(76mm) ,e e• � Link 4 f L1-5/8"(42mm) - Listed Design Criteria and Sensitivity Light Hazard Ordinary Hazard Ordinary Hazard Max.Spacing g Group 1 Group 2 ft.x ft. (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(I/m) psi(bar) gpm(I/m) psi(bar) gpm(I/m) psi(bar) 12 x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) OR OR OR OR OR OR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) OR OR OR OR OR OR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0.8) 51 (193) 20.7(1,4) (4.9 x 4.9) OR OR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) OR OR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x 6.1) OR OR SR SR SR SR JOR = Quick-response SR = Standard-response Bulletin 172 MEPage 3 of 7 May 2019 www.reliablesprinkler.com Modal J1 12 Upright Sprinkler SIN RA7326 Technical Specifications Finishes Style:Extended Coverage Upright (See Table G) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:11.2(160 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table D) Min.Spacing:8 ft.(2.4 m) " Temperature Rating Material Specifications 155°F(68°C) Thermal Sensor:Glass Bulb 200°F(93°C) Cup:Brume Alluy Frame:Brass Alloy Sprinkler Wrench Sealing Assembly:Nickel Alloy with PTFE Model J Load Screw:Bronze Alloy Kick Spring:Steel Alloy Listings and Approvals Deflector:Brass Alloy cULus Listed cULus Listed as Corrosion Resistant with White Polyester, Black Polyester, and ENT finish only Model J112 Upright Sprinkler Components 7_777- r� -- ',Mench Flat Bulb �i I 2-13/16"(71mm) 1 5/3"(41m:n) Listed Design Criteria and Sensitivity Light Hazard Ordinary Hazard Ordinary Hazard Max.Spacing g Group 1 Group 2 ft.x ft. - (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(I/m) psi(bar) gpm(I/m) psi(bar) gpm(I/m) psi(bar) 12 x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) OR OR OR OR OR OR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) OR OR OR OR OR OR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0.8) 51 (193) 20.7(1.4) (4.9 x 4.9) OR OR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) OR OR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x 6.1) OR OR SR SR SR SR QR = Quick-response SR = Standard-response Bulletin 172 Reliable Page 4 of 7 May 2019 www.reliablesprinkler.com Model JL1 12 Upright Sprinkler SIN R7326 Technical Specifications Finishes Style:Extended Coverage Upright (See Table G) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:11.2(160 metric) Sensitivity ; Max.Working Pressure:175 psi(12 bar) (See Table E) Min.Spacing:8 ft.(2.4 m) Temperature Rating* Material Specifications 165°F(74°C) Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C) Frame:Brass Alloy Levers:Brass Alloy Sprinkler Wrench i Strut:Brass Alloy Model J1 �• Cap:Bronze Alloy Sealing Assembly:Nickel Alloy with PTFE Listings and Approvals Load Screw:Bronze Alloy cULus Listed Deflector:Brass Alloy *Chrome and white polyester finish is supplied with white link regardless of temperature rating Model JL112 Upright Sprinkler Components Link Wrench Flat - - '= �� - 2-10/16"(71mm) c W �- 1-518"(41mm) Listed Design Criteria and Sensitivity Light Hazard Ordinary Hazard Ordinary Hazard Max.Spacing g Group 1 Group 2 ft.x ft. (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(I/m) psi(bar) gpm(I/m) psi(bar) gpm(I/m) psi(bar) 12 x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) OR QR QR OR QR QR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) QR QR OR QR QR QR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0.8) 51 (193) 20.7(1.4) (4.9 x 4.9) OR QR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) OR QR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x 6.1) OR QR SR SR SR SR QR = Quick-response SR = Standard-response Bulletin 172 Reliable Page 5 of 7 May 2019 www.reliablesprinkler.com i Model J1 12 and JL1 12 Spocifir Appliration Criteria for Use Under Concrete Tee Construction rULus Listed The Model J 1 12 and JL 1 12 pendent and upright sprit lkleis are uULus Listed for installation under concrete tee construction in ac- cordance with the following specific application criteria: • Max. Tee Depth: 2'-6" (0.8m) • Max. Tee Stem Spacing: 7'-6" (2.3m) • Min. Tee Stem Spacing: 3'-0" (0.9m) • Max. Tee Length: 32'- 0" (9.8m) or baffles not less than the depth of the tees must be installed so that the longitudinal space between baffles does not exceed 32ft(9.8m) in length. • Max. Deflector distance below Tee: 1" (25mm) • Comply with obstructions to the Sprinkler Discharge Pattern Development requirements of the NFPA13 where deflector is lo- cated above bottom of tee Application and Installation for Use Under Concrete Tee -2'-6"(0.8m) 1"(25mm)max. I max. fi _._.».I........................ 1"(25mm)max. _l t 7--6"(2.3m)max. 3'-0"(0.9m)min. Model FP Escutcheon Model F1/F2 Escutcheon Installation Dimensions Installation Dimensions 1-1&,1W(3A _ - - - 2-0/0"DIA.(07nirri) — 2-5/1 G"DIAL (59mm)Cup l 1 = fT-_ I L F1:1/2"(12mm)+/-3/6"(10mm) 1"(25rnrn)+/-1/4"(6min) F2:3/e^(lomm)+/-1/a"r,❑,p !' F1:2 ( ) " 51mm)1 / +/-3/8"(10mm) 1 3/8"(35mm)+/-1/4" 6mm o` F2:2.1/6"(samm)+1-1/1"(6mm) Note:The Model FP, F1,or F2 may be used for ordinary hazard occupancies. For light hazard occupancies,the Model FP or F2 recessed escutcheon must be used. Model J112 and JL112 sprinklers with Model F1 recessed escutcheon are not listed for use in light hazard occupancies. Bulletin 172 Reliable Page 6 of 7 May 2019 www.reliablesprinkler.com Sprinkler&Escutcheon Finishes(') •Ze - Sprinkler Finishes Special Application Sprinkler Finishes Sprinkler F1, F2,&FP13)Escutcheons Sprinkler F1, F2, &FP(3)Escutcheons Bronze Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Dull Chrome Dull Chrome White Polyester(2) White Polyester Black Polyester(2) Black Polyester Custom Color Polyester Custom Color Polyester Electroless Nickel PTFE(2)(1) Type 316 Stainless Steel Notes:(')Paint or any other coating applied over the factory finish will void all approvals and warranties. (2)cULus Listed Corrosion Resistant when ordered with Model J112 Pendent(RA7216)or Model J112 Upright(RA7326). (3)The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. (1)Available with Model J112 Pendent(RA7216)and Model J112 Upright(RA7326)only. Installation J1 Wrench RJ Wrench Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling, and installation. Re- liable sprinkler installation wrenches are designed to install sprinklers with bulb protectors in place. Remove the bulb pro- tector at the time when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protec- tors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Models J112 and JL112 series sprinklers must be installed with the Reliable sprinkler installation wrench identified in this bulletin. Any other wrench may damage the sprinkler. Recom- mended installation torque is 14 to 20 Ib.ft (19 to 27 N.m). Do Listings and Approvals not tighten sprinklers over the maximum recommended installa- tion torque. Exceeding the maximum recommended installation Listed by Underwriters Laboratories, Inc.and certified by torque may cause leakage or impairment of the sprinkler. Underwriters Laboratories of Canada(cULus) Recessed pendent sprinklers are to be installed as shown in Fig. 6 or Fig 7., as applicable to the specific model being in- UL Listing Category stalled.Models J112 and JL112 series recessed pendent sprin- klers may only be installed with the Reliable Model F1, Model Sprinklers,Automatic and Open Extended Coverage Sprinklers F2, or Model FP recessed escutcheon. The use of any other UL Guide Number—VNIV. recessed escutcheon will void all approvals and negate all war- ranties. The Reliable Model FP escutcheon may not be used Ordering Information in ceilings having positive pressure with respect to the space below. Ensure that the openings in the Model FP escutcheon/ Specify: can assembly are unobstructed following installation. 1. Sprinkler Model: [J112 Pendent] [JL112 Pendent] Maintenance [J112 Upright] [JL112 Upright] 2. Temperature Rating: J112: [155°F(68°C)] [200°F(93°C)] Models J112 and JL112 series sprinklers should be inspect- JL112: [165°F(74°C)] [212°F(100°C)] ed and the sprinkler system maintained in accordance with 3. Finish: (See Table G) NFPA 25. Do not clean sprinklers with soap and water, ammo- 4. Escutcheon (Pendent Only;for 3/4"threads) nia or any other cleaning fluids. Remove dust by gentle vacu- Model F1 (Ordinary Hazard Only) uming. Replace any sprinkler which has been painted (other Model F2 than factory applied) or damaged in any way. A stock of spare Model FP sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging un- til used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Z z co co 0 w_ Bulletin 172 Reliable Page 7 of 7 c3 May 2019 www.reliablesprinkler.com Intentionally Blank Worldwide www.tyco-fire.com tqcu; Contacts Series DS-2 Dry-Type Sprinklers 11.2K Pendent Extended Coverage, Light and Ordinary Hazard General Series DS-2 Dry-Type Sprinklers must only be installed in fittings that meet Description the requirements of the Design Crite- ria section. TYCO Series DS-2 Dry Type Sprinklers, / 11.2K Pendent, Extended Coverage, Sprinkler Light and Ordinary Hazard ( ECOH)are decorative glass bulb auto-auto- Identification matic sprinklers typically used where: Number (SIN) • pendent sprinklers are required on dry pipe systems that are exposed TY5238 J to freezing temperatures (e.g., sprinkler drops from unheated Technical portions of buildings) ( � .., • sprinklers and/or a portion of the Data connecting piping may be exposed to freezing temperatures (e.g., Approvals sprinkler drops from wet systems UL and C-UL Listed into freezers) NYC Approved under MEA 173-02-E Operation Refer to Table A. p (These Approvals apply to the service When TYCO Series DS-2 Dry-Type Series DS-2 Dry-Type Sprinklers condition indicated in the Design Cri- Sprinklers, 11.2K Pendent, Extended described herein must be installed teria section.) Coverage, Light and Ordinary Hazard and maintained in compliance with this Maximum Working Pressure are in service, water is prevented from document, as well as with the applica- 175 psi (12,1 bar) entering the assembly by the Plug We standards of the NATIONAL FIRE Inlet Thread Connections with Gasketed Spring Plate Seal (Ref. PROTECTION ASSOCIATION (NFPA), 1 inch NPT or Figure 1) in the Inlet of the sprinkler. in addition to the standards of any other ISO 7-R 1 The glass bulb contains a fluid that authorities having jurisdiction. Failure expands when exposed to heat.When to do so may impair the performance Discharge Coefficient the rated temperature is reached, the of these devices. Refer to Table D fluid expands sufficiently to shatter The owner is responsible for main- Temperature Ratings the glass bulb, and the Bulb Seat is taining their fire protection system Refer to Table A released. and devices in proper operating con- Finishes The compressed Spring is then able dition. Contact the installing contrac- Sprinkler: Refer to Table E to expand and push the Water Tube as for or product manufacturer with any Escutcheon: Refer to Table E well as the Guide Tube outward. This questions. Physical Characteristics action simultaneously pulls inward on Inlet............................. Copper the Yoke, withdrawing the Plug with Yoke....................... Stainless Steel Gasketed Spring Plate Seal from the Casing.............Galvanized Carbon Steel Inlet allowing the sprinkler to activate IMPORTANT Insert.............................Bronze Refer to Technical Data Sheet Bulb Seat..........................Bronze and flow water. TFP2300 for warnings pertaining to Bulb...............................Glass regulatory and health information. Compression Screw.................Bronze Deflector..........................Bronze Always refer to Technical Data Frame ............................Bronze Sheet TFP700 for the 'INSTALLER Guide Tube................. Stainless Steel WARNING" that provides cautions water Tube................. Stainless Steel with respect to handling and instal- Spring............. .......... Stainless Steel p 9' Plug...............Copper Gasketed Spring lation of sprinkler systems and com- Plate Seal ........Beryllium Nickel w/TEFLON ponents. Improper handling and Pin............ .. .. . .. Stainless Steel installation can permanently damage Button Spring ............... Stainless Steel a sprinkler system or its compo- Escutcheon...................Carbon Steel nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 AUGUST 2018 TFP540 TFP540 Page 2 of 8 TY5238 with Flush Escutcheon (Figure 2) TY5238 with Extended Escutcheon with Recessed Escutcheon Temperature Bulb (Figure 4) (Figure 3) Rating Color Code without Escutcheon (Figure b) SPRINKLER FINISH Natural Chromed Polyester" Natural Chrome Polyester" Brass Plated Brass Plated 135°F(57°C) Orange 155°F(68°C) Red 175°F(79°C) Yellow 1,2,3 1,2,3 200°F(93°C) Green 286°F(141°C)- Blue Notes: 1, UL Listed(maximum order length of 48 inches) 2 C-UL Listed(maximum order length of 48 inches) 3. Approved by the City of New York under MEA 173-02-E ` 286 OF(141°C)temperature rating applies to installations in Ordniary Hazard Occupancies only Frame and deflector only TABLE A SERIES DS-2 ECLHIECOH DRY-TYPE PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS PLUG WITH - INLET Design GASKETED SPRING PLATE SEAL PIN Criteria �-- UL and C-UL Listing YOKE TYCO SeriF s nS-2 Dry-Type Sprin- klers, 11.2K Pendent, Extended Cov- INLET BAND - PLUG erago, Light and Ordinary Hazard i SPRING are intended for use in fire sprinkler WATER TUBE systems designed in accordance CASING with the extended coverage installa- tion rules recognized by the applica- ble Listing agency (e.g., UL Listing is GUIDE TUBE \ INSERT based o Table C for coverage requirements). and flow rate er t criteria. VENT HOLE A, / BULB SEAT FRAME - BULB COMPRESSION DEFLECTOR SCREW FIGURE 1 SERIES DS-2 ECLHIECOH DRY-TYPE PENDENT SPRINKLER ASSEMBLY TFPS40 Page 3of8 Minimum Flow0) Minimum Flow0) Minimum Flow0) Coverage Area(4), Light Hazard(2) Ordinary Hazard Ordinary Hazard Response ft x ft g GroupI(3) Group II(3), Escutcheon (m x m) gpm Rating (0.10 gpm/ft2) (0.15 gm/ft2) (0.20 gpm/ft2) Type (Ipm) gpm gpm (Ipm) (Ipm) Quick 16 x 16 30 Flush,Recessed, (4,9 x 4,9) (114) Extended Quick (5 5 x 5 5) (1 3 — Flush,Extended Standards 20 x 20 40 _ _ Flush,Recessed, (6,1 x 6,1) (151) Extended Quick 14 x 14 _ 30 39 Flush,Recessed, (4,3 x 4,3) (148) (148) Extended Standard 16 x 16 _ 39 51 Flush, Recessed, (4,9 x 4,9) (148) (193) Extended Notes: 1. Requirement is based on minimum flow in gpm from each sprinkler.The required residual pressure is to based on the use of a K-factor derived from Table D. 2 Light Hazard Occupancies are limited to a type of unobstructed construction consisting of flat,smooth ceilings. 3, Ordinary Hazard Occupancies may have either"combustible or non-combustible,unobstructed ceiling construction"or"noncombustible obstructed ceiling construction." 4. Minimum spacing between sprinklers is 12.5 feet(3,8 m). 5. For retrofit applications of projects installed prior to the NFPA Quick Response/Light Hazard requirement TABLE B UL AND C-UL LISTING COVERAGE AND FLOW RATE CRITERIA UL and C-UL Specific Application Listing Requirements for Temperatures for Heated Area0) Installation Under Concrete Tees TYCO Series DS-2 Dry-Type Pendent Ambient Temperature 40°F 50°F 60°F Sprinklers (TY5238) have a UL and Exposed to (4°C) (10°C) (16°C) C-U Discharge End of SprinklerL Specific Application Listing for Minimum Exposed Barrel Length(2), use under concrete tees when installed Inches as follows: (mm) • Stems of the concrete tee construc- 40°F 0 0 0 tion must be spaced at less than (4°C) 7.5 feet (2,3 m) on center but more 30°F than 3 feet (0,9 m) on center. The 0 0 0 depth of the concrete tees must not exceed 30 inches (762 mm). The (20 F (14 0 0 maximum permitted concrete tee length is 32 feet (9,8 m). However, 10°F 8 1 0 where the concrete tee length (-12°C) (200) (25) exceeds 32 feet (9,8 m), non- 0°F 12 3 combustible baffles, equal in height (-18°C) (305) (75) 0 to the depth of the tees, can be installed to ensure that the space -10°F 14 4 1 between the tees does not exceed (-23°C) (355) (100) (25) 32 feet(9,8 m) in length. -20°F 14 6 3 • Sprinkler deflectors are to be (-29°C) (355) (150) (75) located in a horizontal plane at or -30°F 16 8 4 above 1 inch (25,4 mm) below the (-34°C) (405) (200) (100) bottom of the concrete tee stems. -40°F 18 8 4 • When sprinkler deflectors are (-40°C) (455) (200) (100) located higher than a horizontal -50°F 20 10 6 plane 1 inch (25,4 mm) beneath the (-46°C) (510) (255) (150) bottom of the concrete tee stems, -60°F 20 10 6 obstruction to sprinkler discharge (-51°C) (510) (255) (150) criteria requirements of NFPA 13 for extended coverage upright sprin- Notes: klers applies. 1 For protected area temperatures that occur between values listed above,use the next cooler temperature pp 2. These lengths are inclusive of wind velocities up to 30 mph(18,6 kph). TABLE C EXPOSED SPRINKLER BARRELS IN WET PIPE SYSTEMS MINIMUM RECOMMENDED LENGTHS TFPS40 Page 4 of 8 K-factor K-factor, LENGTH, gpm/psiU2 Inches (Ipm/bare/2) SPRINKLER FI I I-ING FACE OF (REFER TO DESIGN 2-1/2 to 6-1/4 11.2 SPRINKLER CRITERIA SECTION) (63 mm to 159 mm) (161,3) FITTING 6-1/2 to 10-1/2 11.1 ORDER LENGTHS: 3-5/8" DIA. (165 mm to 267 mm) (159,8) 3"to 48" (92,1 mm) 10-3/4 to 14-3/4 11.0 (76,2 to 1219,2 mm) i i (273 mm to 375 mm) (158.4) IN 1/4"(6,4 mm) 2-3/4" DIA. 15 to 18-3/4 10.9 INCREMENTS (69,9 mm) (381 mm to 476 mm) (157,0) 19 to 23 10.8 FACE OF (483 mm to 584 mm) (155,5) CEILING 23-1/4 to 26-3/4 10.7 1 (591 mm to 679 mm) (154,1) 27-1/4 to 31-1/4 10.6 (692 mm to 794 mm) (152,6) 2-1/4±1/8"* *ESCUTCHEON 31-1/2 to 35-1/4 10.5 (57,2±3,2 mm) WILL PERMIT (800 mm to 895 mm) (151,2) 1 ±1/4" (6,4 mm) 35-1/2 to 39-1/2 10.4 ADJUSTMENT (902 mm to 1003 mm) (149,8) FIGURE 2 39-3/4 to 43-1/2 10.3 SERIES DS-2 DRY-TYPE PENDENT SPRINKLER(ECLH/ECOH) (1010 mm to 1105 mm) (148,3) WITH FLUSH ESCUTCHEON(TY5238) 43-3/4 to 48 10.2 (1111 mm to 1219 mm) (146,9) Notes: r— K-factor Length i=determined as follows: Flush:Order Length from Figure 2 plus 1/2 inch: f L_ -.� • (12,7 mm) SPRINKLER FITI ING Recessed:Order Length from Figure 3 plus 1/4 REFER TO DESIGN inch(s,s FACE OF ( ELjQpQQd:Order Length from Figure 4 plus 3-1/4 SPRINKLER CRITERIA SECTION) inch(82,6 mm) FITTING Without Escutcheon:Order Length from Figure 5 minus 2-1/4 inches(57,2 mm) 3-1/2"to 48" (92,1 mm) DISCHARGE COEFFICIENTS (88,9 to 1219,2 mm) IN 1/4"(6,4 mm) 2 3/4" DIA. INCREMENTS (69,9 mm)y FACE OF CEILING 1-5/8±1/8"* *ESCUTCHEON (41,3±3 WILL PERMIT 1,2 mm) ±3/8"(9,5 mm) 1 ADJUSTMENT FIGURE 3 SERIES DS-2 DRY-TYPE PENDENT SPRINKLER(ECLH/ECOH) WITH RECESSED ESCUTCHEON(TY5238) TFP540 Page 5 of 8 L_ 1 SPRINKLER FITTING SPRINKLER FACE OF (REFER TO DESIGN WRENCHING ORDER LENGTHS: SPRINKLER CRITERIA SECTION) AREA 1"to 45-1/4" FITTING 3-5/8" DIA. —� (25,4 to 1149,4 mm) (92,1 mm) WRENCH IN 114" (6,4 mm) I I RECESS INCREMENTS FACE OF 2-3/4" DIA. 0 CEILING (69,9 mm)~I O - PUSH WRENCH IN TO ENSURE FOR ORDER LENGTHS ENGAGEMENT <3-1/4"(82,6 mm): *ESCUTCHEON WITH SPRINKLER 4-7/8t1/8" (123,8t3,2 mm)* WILL PERMIT WRENCHING AREA -or- t5/8"(15,9 mm) FIGURE 6 FOR ORDER LENGTHS ADJUSTMENT W-TYPE 17 >_3-1/4"(82,6 mm): SPRINKLER WRENCH 5-5/8t1/8" (142,9t3,2 mm)** ** ESCUTCHEON WILL PERMIT ±1-3/8" (34,9 mm) ADJUSTMENT FIGURE 4 SERIES DS-2 DRY-TYPE PENDENT SPRINKLER(ECLH/ECOH) WITH EXTENDED ESCUTCHEON(TY5238) SPRINKLER FITTING FACE OF (REFER TO DESIGN SPRINKLER CRITERIA SECTION) o FITTING mi FIGURE 7 ORDER LENGTHS: DO NOT GRASP DEFLECTOR 5"to 48" (127,0 to 1219,2 mm) IN 1/4"(6,4 mm) INCREMENTS MINIMUM 2-1/4"(57,2 mm) DEFLECTOR TO CEILING FIGURE 5 SERIES DS-2 DRY-TYPE PENDENT SPRINKLER(ECLH/ECOH) WITHOUT ESCUTCHEON(TY5238) TFPS40 Page 6 of 8 L� For wet pipe system installations of 1 V inch NPT Series DS-2 Dry-Type Sprin- TO WET SIDE FACE OF klers connected to CPVC piping, use PLUGGED FITTING SYSTEM OUTLET SPRINKLER only the following TYCO CPVC fittings: • 1 in. x 1 in. NPT Female Adapter EXPOSURE (P/N 80145) LENGTH • 1 in. x 1 in. x 1 in. NPT Sprinkler Ram (SEE DESIGN Head Adapter Tee(P/N 80249) SPRINKLER CRITERIA cR � FITTING nSR_2 SECTION) For dry pipe system installations, EE DESIGN BOOT use only the side outlet of maximum BOOT (S CRITERIA 2-1/2 inch reducing tee when locat- SECTION) \ ing Series DS-2 Dry-Type Sprinklers directly below the branch line. Oth- erwise, use the configuration shown in Figure 9 to assure complete water drainage from above Series DS-2 Dry- Type Sprinklers and the branchline. Failure to do so may result in pipe FIGURE 8 freezing and water damage. SPRINKLER FITTING FIGURE 9 Vomm HEATED AREA EXPOSURE LENGTH De not instal! Series DS-2 Dry-Type RUN STRAP TIES Sprinklers into any other type fitting OUTLET (ENDS ON without first consulting the Technical OPPOSING Services Department. Failure to use the PLUGGED SIDES appropriate fitting may result in one of SPRINKLER BOOT) the following: TO DRY FITTING /._ DSB 2 BOOT • failure of the sprinkler to operate SYSTEM (SEE DESIGN properly due to formation of ice CRITERIA ADHESNE over the Inlet Plug or binding of the SECTION) Inlet Plug 2-3/4" DIA. (69,9 mm) • insufficient engagement of the - „ DSB-2 CLEARANCE Inlet pipe-threads with consequent BOOT HOLE leakage INSULATED Drainage STRUCTURE requirements of the NATIONAL FIRE r DS-2 PROTECTION nk sprinkler systems, branch,ATION crosor s pipe p Y SHOWN and feed-main piping connected to Dry WITH FLUSH Sprinklers and subject to freezing tem- ESCUTCHEON peratures must be pitched for proper FIGURE 11 drainage. FIGURE 10 MODEL DSB-2 DRY SPRINKLER Exposure Length SPRINKLER FITTING BOOT WITH SERIES DS-2 When using dry sprinklers in wet pipe UNHEATED AREA DRY-TYPE PENDENT SPRINKLER sprinkler systems to protect areas subject to freezing temperatures, use Sprinkler Fittings You can also install Series DS-2 Dry- Table C to determine a sprinkler's Install 1 inch NPT Series DS-2 Dry Type Type Sprinklers in the 1 inch NPT outlet appropriate exposed barrel length to Sprinklers in the 1 inch NPT outlet or of a GRINNELL Figure 730 Mechanical prevent water from freezing in the con- run of the following fittings: Tee.However,the use of the Figure 730 netting pipes due to conduction. The • malleable or ductile iron threaded Tee for this arrangement is limited to exposed barrel length measurement tee fittings that meet the dimen- wet pipe systems. must be taken from the face of the sional requirements of ANSI 616.3 The configuration shown in Figure 8 is sprinkler fitting to the surface of the (Class 150) only applicable for wet pipe systems structure or insulation that is exposed • cast iron threaded tee fittings that where the sprinkler fitting and water- to the heated area. Refer to Figure 9 for meet the dimensional requirements filled pipe above the sprinkler fitting are an example. of ANSI B16.4(Class 125) not subject to freezing and where the For protected area temperatures length of the Dry Type Sprinkler has the between those given above, the Do not install Series DS-2 Dry-Type minimum exposure length depicted in minimum recommended length from Sprinklers into elbow fittings.The Inlet Figure 9. Refer to the Exposure Length the face of the fitting to the outside of of the sprinkler can contact the interior section. the protected area may be determined of the elbow. by interpolating between the indicated The unused outlet of the threaded tee is values. plugged as shown in Figure 10. TFPS4O Page 7 of 8 Clearance Space Step 1. With a non-hardening pipe- an improper installation or an ice plug. In accordance with NFPA 13, when thread sealant such as TEFLON applied Close the fire protection system control connecting an area subject to freez- to the Inlet threads, hand-tighten the valve and drain the system before ing and an area containing a wet pipe sprinkler into the sprinkler fitting. Do removing the sprinkler. sprinkler system, the clearance space not grasp the sprinkler by the deflector Sprinklers which are found to be around the sprinkler barrel of Dry-Type (Ref. Figure 7). Sprinklers must be sealed. Due to leaking or exhibiting visible signs of temperature differences between two Step 2. Wrench-tighten the sprinkler corrosion must be replaced. areas,the potential for the formation of using either: Automatic sprinklers must never be condensation in the sprinkler and sub- • a pipe wrench on the Inlet Band or painted, plated, coated, or other- sequent ice build-up is increased. If the Casing (Ref. Figure 1) wise altered after leaving the factory. this condensation is not controlled, ice . a W-Type 17 Sprinkler Wrench on Modified sprinklers must be replaced. build-up can occur that might damage the wrench flat (Ref. Figure 6); apply Sprinklers that have been exposed to the dry-type sprinkler and/or prevent the wrench recess of the W-Type 17 corrosive products of combustion, but proper operation in a fire situation. Sprinkler Wrench to the wrench flat have not operated,should be replaced Use of the Model DSB-2 Dry Sprin- if they cannot be completely cleaned kler Boot, described in Technical Data Note: If sprinkler removal becomes by wiping the sprinkler with a cloth or Sheet TFP591 and shown in Figure 11, necessary, remove the sprinkler using by brushing it with a soft bristle brush. can provide the recommended seal. the same wrenching method noted Care must be exercised to avoid above.Sprinkler removal is easier when damage to the sprinklers before, a non-hardening sealant was used during, and after installation. Sprin- Installation and torque guidelines were followed. After removal, inspect the sprinkler for klers damaged by dropping, striking, TYCO Series DS-2 Dry-Type Sprin- damage. wrench twist/slippage,or the like,must klers, 11.2K Pendent, Extended Cover- be replaced.Also,replace any sprinkler age, Light and Ordinary Hazard must Step 3. After installing the ceiling and that has a cracked bulb or that has lost be installed in accordance with this applying a ceiling finish, slide on the liquid from its bulb. (Refer to Installa- section. outer piece of the Escutcheon until tion Section.) General Instructions it comes in contact with the ceiling. The owner is responsible for the inspec- Series DS-2 Dry-Type e Sprinklers must Do not lift the ceiling panel out of its tion, testing, and maintenance of their y p only be installed in fittings that meet normal position. fire protection system and devices in the requirements of the Design Crite- When using the Deep Escutcheon, compliance with this document,as well ria section. Refer to the Design Criteria hold the outer piece in contact with the as with the applicable standards of the section for other important require- mounting surface(ceiling or wall).Then NATIONAL FIRE PROTECTION ASSO- ments regarding piping design and rotate the inner piece approximately 1/4 CIATION (e.g., NFPA 25), in addition to sealing of the clearance space around turn with respect to the outer piece, the standards of any other authorities the Sprinkler Casing. With reference to hold the Deep Escutcheon firmly having jurisdiction. Contact the install- to Figure 7, do not grasp the sprinkler together. ing contractor or product manufacturer by the deflector. Failure to follow this with any questions. instruction may impair performance of Care and Automatic sprinkler systems are rec- the device. ommended to be inspected, tested, Do not install any bulb-type sprinkler Maintenance and maintained by a qualified Inspec- if the bulb is cracked or there is a loss tion Service in accordance with local TYCO Series D Dry-Type Sprinklers, requirements and/or national codes. of liquid from the bulb. With the sprin- 11.2K Pendent,, re Extended Coverage, q kler held horizontally,a small air bubble Light and Ordinary Hazard must be should be present.The diameter of the maintained and serviced in accordance air bubble is approximately 1/16 inch with this section. (1,6 mm) for the 135o F (57 C) rating to 1/8 inch(3,2 mm)for the 360°F(182°C) Before closing a fire protection system rating. main control valve for maintenance A leak-tight 1 inch NPT sprinkler joint work on the fire protection system should be obtained by applying a min- that it controls, obtain permission to imum-to-maximum torque of 20 to shut down the affected fire protection 30 lb-ft(26,8 to 40,2 N•m).Higher levels systems from the proper authorities of torque may distort the sprinkler Inlet and notify all personnel who may be with consequent leakage or impairment affected by this action. of the sprinkler. Absence of the outer piece of an Do not attempt to compensate for escutcheon, which is used to cover a insufficient adjustment in an Escutch- clearance hole, may delay the time to eon Plate by under or over-tightening sprinkler operation in a fire situation. the Sprinkler. Re-adjust the position of A Vent Hole is provided in the Bulb the sprinkler fitting to suit. Seat(Ref.Figure 1)to indicate if the Dry Note:Install pendent sprinklers only in Sprinkler is remaining dry. Evidence of the pendent position. The deflector of leakage from the Vent Hole indicates a pendent sprinkler must be parallel to potential leakage past the Inlet seal the ceiling. and the need to remove the sprinkler to determine the cause of leakage,e.g., TFP540 Page 8of8 P/N* 61 - XXX - X - XXX SPRINKLER ESCUTCHEON FINISH FINISH(1) SIGNAL WHITE SIN CHR0 PLATED (RAL9003) POLYESTER 40 Pendent with TY5238 Flush Escutcheon (Figure 2) ivAT URAL SIGNAL WHITE Pendent with TY5238 1 BRASS POLYESTER 41 POLYESTER Recessed Escutcheon (Figure 3) Pendent with TY5238 SIGNAL WHITE SIGNAL WHITE 42 Extended Escutcheon (Figure 4) 4 (POLYESTER (OLYESTE POLYESTER POLYESTER 43 Pendent without TY5238 Escutcheon (Figure 5) 5 NATURAL BRASS BRASS PLATED Notes: 1. Escutcheon Finish applies to sprinklers with escutcheons. CHROME CHROME 2. 286-F(141-C)temperature rating applies to non-recessed sprin- 9 PLATED PLATED kler assemblies. 3. Dry-Type Sprinklers are furnished based upon"Order Length"as measured per Figures 2 through 5,as applicable,and for each individual sprinkler where it is to be installed.After the measure- ment is taken,round it to the nearest 1/4 inch increment. TEMPERATURE ORDER " Use Prefix T'for ISO 7-R 1 Connection(e.g.,1-61-431-1-372). RATING(2) LENGTH(3) 0 135°F(57°C) 055 5.50 in. 1 155nF(68°C) 082 8.25 in. 2 175°F(79°C) 180 18.00 in. 3 200°F(93°C) 187 18.75 in. 4 286-F(141°C) 372 37.25 in. 9 n. TABLE E SERIES DS-2 EXTENDED COVERAGE DRY-TYPE SPRINKLERS PART NUMBER SELECTION Limited • Order Length: Sprinkler Wrench Dry-Type Sprinklers are furnished Specify W-Type 17 Sprinkler Wrench, Warranty based upon Order Length as P/N 56-010-4-118 measured from the face of the Sprinkler Boot For warranty terms and conditions,visit ceiling to the face of the sprinkler Specify Model DSB-2 Dry Sprinkler www.tyco-fire.com. fitting (Ref. Figures 2 through 5). Boot, P/N 63-000-0-002 After the measurement is taken, round it to the nearest 1/4 inch This P/N includes one(1)Boot,two(2) Ordering increment. Strap Ties, and 1/3 oz of Adhesive (a sufficient quantity for installing one Procedure • Inlet Connections: 1 Inch NPT boot). Contact your local distributor for avail- (Standard) ability. When placing an order, indi- ISO 7-R 1 cate the full product name, including (For information on ISO Inlet Thread description and Part Number(P/N). Connections,contact your Johnson Dr TYp e Sprinkler Controls Sales Representative.) Y- p When ordering Series DS-2 Dry-Type • Temperature Rating Sprinklers, 11.2K Pendent, Extended . Sprinkler Finish Coverage, Light and Ordinary Hazard, specify the following information: • Escutcheon Type and Finish, as • SIN TY5238 applicable • Part Number from Table E 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 / ®2018 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision data and are subject to change without notice. Johnson ,i(I NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are regls—d trademarks of National Fire Protection Aesecialion; ControlsTEFLON Is a tegisleied Bade ,k of DuPanl 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 1" 1.315 1.097 1.410 700 1.660 1.442 1.810 1200 1.900 1,682 2.090 1200 2" 2.375 2,157 2.640 2300 2-1/2" 2.875 2.535 3.530 2500 3" 3.500 3.260 4.340 1290 4" 4.500 4.260 6.620 1000 5" 5.563 5.295 7.780 1010 6" 6.625 6.357 9.300 1020 811.w 8.625 8.249 16.960 780 *'8"wall thickness is 0.188,not SCH10 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 I P I S I other 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 V-.08. These five elements combined shall not exceed 1%. Mechanical Properties Tensile Requirements Stre th-psi Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30.000 1 - 48,D00 NOTE, Elongation requirements vary moth nominal area of test specimen and specified minimum tensile strength of the steel grade SAat &SUPOnc. 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 1" 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 3.008 7.560 2220 4. 5" 5.563 5.047 14.630 1670 6" 6.625 6-065 18.990 1520 8" 1 8.625 1 7.981 1 28.580 1340 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 Residual elements max:Cu-0.40,NI-0,40,Cr-0.40,Mo-0.15 and W 08. These fire elements combined shah not exceed 1%. Mechanical Properties-Tenslle Requirements Stren th si. Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30,000 1 - 48,000 1 - NOTE: Elongation requirements vary with nominal area of test specimen and specified minimum tensile strength of the steel grade. 'IM S 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. .1 OTHER BENEFITS/SERVICES: • 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 III bacterial-resistant internal coating • Industry-leading hydraulic characteristics. • CRR of 1.0 and greater Custom length options • Hot dipped galvanization • All pipe NDT weld tested Reddi-Pipe®red pipe to eliminate field painting o Compatible for use in wet,dry,preaction Exclusive maker Of Reddi-Pipeand deluge sprinkler systems •d p.inted pipe c uS LISTED FM APPROVEDA& NFPX s �. ,� 800.325.4467 _ sales bull dustries.com i � 1 i O.D.(in) 1.650 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 Empty Weight(lb/ft _ 1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight(lb/ft) 2.019 2.860 3.982 5.299 7.144 11.290 LA- tip. C.R.R. 1.98 3.44 2.70 1.65 1.00 1.00 O ' O Pieces per Lift 51 61 37 30 19 19 LEA Lift Weight(Ibs)21'lengths 1,555 2,362 1,810 I'm 1,341 1,982 Lift Weight(Ibs)24'lengths 1,789 2,700 2,059 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 . 25 q I.D.(in) 1.097 1.442 1.692 2.157 2.635 3.260 4.2 F23 8.249 C Empty Weight(Ib/ft) 0 1.810 2.090 2.640 3.530 5.620 15.940 _� Water Filled Weight(Ib/ft) 1.820 3.053 4.223 93 7.957 11.7968 40.086 C CM C.R.R. 15.27 9.91 7 637 4.92 3.54 2.50 1.158 1.805 LLJ 7 Pieces per Lift 91 61 37 19 19 10 7 V11 Lift Weight(Ibs)21'lengths ,69S 2,319 2,677 2,051 2,224 1, 2,242 1,951 2,490 Lift Weight(IbS) hS 3,079 2,650 3,060 2,344 2,542 1,979 2,563 1 230 2,848 fight(Ibs)25'lengths 3,208 2,760 3,187 2,442 2,648 2,052 2,670 — 1.295 1.650 1.900 2.375 G I D.(in) 1.083 1.418 1,645 2.123 01* Empty Weight(lb/ft) 1 2.070 2.547 3.300 C R.R. 1.00 1.00 1.00 Pieces per Lift 70 44 30 Lift Weight(Ibs)21'lengths ,148 2,217 2,353 2,004 Lift Weight(Ibs) thS 2,454 2,534 2,690 2,382 Ight(Ibs)25'lengths 2,557 2,639 2,802 2,481 0. . 1.315 1.660 1.900 2.375 2.075 3.500 4.500 I.D.(in) 1.049 1.380 1.610 2.067 2.469 3.068 4. Empty Weight(lb/ft)��2.270 2.720 3.660 5.0000110.800 LLI Water Filled Weight(lb/ft) 2.055 4 3.602 5.114 .875 10.783 16.315 O C.R.R. 1.00 1.00 1 1.00 1.00 1.00 1.00 = Pieces per Lift 70 44 30 19 19 � Lift Weight(Ibs)21'lengths A70 2,431 2,513 2,306 3,654 3 4,309 Lift Weight(Ibs) s 2,822 2,778 2,072 2,635 4,176 3,456 4,925 JA*Xrlg-h't(Ibs)25'lengths 2,940 2,894 2,992 2,745 4,350 3,601 5,130 V 800.325.4467 sales@bullmooseindustries.com . ii i • i ES-A-M300/M30ON Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Max!mTM Series M300 (Maxim 300), a. . � . M30ON (Maxim 300N) "-W. Double Check Detector Assemblies Sizes: 2'/2" - 10" 300 BFG (Maxim 3006F) The Maxim M300, M30ON 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, M30ON may be installed under continuous pressure service and may be subjected to backpressure.The Maxim M300, M30ON are used primarily on fire line sprinkler systems when it is necessary to monitor unau- thorized use of water. j 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 fWARNINGbypass 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, M30ON 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. I 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 M E S 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&WATERWORKS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Configurations Available Models •Horizontal OSY- UL/FM flanged outside stem and yoke •'\ierticai iip r03ilient 3cated gate valvco •"N" pattern horizontal BFG - UL/FM grooved gear operated butterfly Materials valves w/tamper 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: Noryl®, 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: 33°F— 110°F(5°C—43°C) Maximum Working Pressure: 175psi (12.06 bar) Dimensions — Weights c 4(open) L I 0 a o O o D I0 0 o 0 ....................... H .........__------------ A ._. �__..__ _ ) ....-....._...........—.----- D __ --..—................_. �... ..... . P ......... M300, M300N A C(OSY) D G H 1 J P M300 M30ON 21ii 303/4 781 16% 416 Th 89 291/16 738 211/ 546 1511/16 402 813/16 223 13%6 335 139 63 147 67 3 313/4 806 187/8 479 311/6 94 301/2 775 221/4 565 171/6 435 93/6 233 141/ 368� 159 72 172 78 4 40'/2 1029 221/4 578 5 127 39%4 101U 3U'/4 /68 203/8 518 1111/16 297 15i1s 386 233 106 256 116 6 47% 1213 301/8 765 61/2 165 40 1016 371/2 953 243/4 629 143/16 360 191/2 495 404 183 444 201 8 543/4 1391 1 373/4 959 71/2 191 591h 1502 45% 1146 1 28% 721 163/4 425 211/2 546 578 262 654 297 10 573/4 1467 1 453/4 1162 83/e 208 66 1676 491/2 1257 1 32/2 826 176/e 440 24 610 1 795 361 965 438 d D 4 D C J I D — _.. A ---- --- M300BFG,M300NBFG SIZE DIMENSIUNS WEIGHT A C D G H 1 J P M300BFG M300NBFG in, in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. lbs. k . 21/2 273/4 705 8 203 31/2 89 297/8 759 211/2 546 1416/6 379 813/6 223 13 330 70 32 78 35 3 281/4 718 8s/6 211 311/B 94 301/4 781 221/4 565 1016 392 93/16 233 131/2 343 68 31 81 37 4 351/4 908 811/e 221 4"/16 122 39 991 301/4 768 18 457 1111/16 297 15 381 133 60 156 71 6 403/4 1035 10 254 6 152 4T/16 1205 371/2 953 2011/16 525 143/e 360 191/2 495 225 102 265 120 8 471/4 1213 123/e 310 613/16 173 56 1422 451/e 1146 241/8 613 1 163/4 425 211/2 546 359 163 435 197 Noryl®is a registered trademark of SABIC Innovative PlasticsTM Approvals Capacity • Approved by the Foundation for Cross-Connection Control UL/FM Certified Flow Characteristics and Hydraulic Research at The Unversity of Southern Flow characteristics collected using butterfly shutoff 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 7.5fps based upon schedule 40 pipe. S FM • Rated Flow identifies maximum continuous duty AcJJ�, ® C UL OS Approved performance determined by AWWA. 1048 c us (**BFG&OSY Only) • UL Flow Rate is 150% of Rated Flow and is not B o 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 2V211 6" pSl Service Flow Rated Flow *UL Rated Flow p 2 Service Flow Rated Flow *UL Rated Flow 14 12 _ - - - - N 10 - — 0 10 V o 8 o — 6 N� H - 00 8 H a 6 a 4 L V LL 4 2 — -. 2 4­1 - r - -- 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 7.5 12 fps " g psi 12 Service Flow 3 Rated Flow *UL Rated Flow psi Service Flow Rated Flow *UL Rated Flow 12 10 — --� - - - - -- - - H 10 y o 8 8 N o � 6 Oo g H 4 — V a � 4 2 2 0 100 200 300 400 500 gpm 4 0 380 760 1140 1520 1900 Ipm 0 500 1000 1500 2000 2500 gpm 7.5 15 fps 0 1900 3800 5700 7600 9500 Ipm 7.5 10 fps psi 4„ 10" Service Flow Rated Flow *UL Rated Flow psi 12 12 Service Flow Rated Flaw *UL Rated Flow 10 N 10 N H 8 —' - — l H o 8 V � = 6 - 0J 00 - 00 6 4 - - - ---, 4 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 Inquire with governing authorities for local installation requirements AM ES FIRE&WATERWORKS A WArM Brand USA:Backflow T:(978)689-6066•F:(978)975-8350•AmesFireWater.com USA:Control Valves T:(713)943-0688•F:(713)944-9445•AmesFireWater.com Canada: T:(905)332-4090•F:(905)332-7068•AmesFireWater.ca Latin America: T:(52)81-1001-8600•AmesFireWater.com ES-A-M300/M300N 1833 ©2018 Ames,Fire&Waterworks Reliabld REL-BFG-300 TECHNOLOGY 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 `w outdoor use. Grooved End 21/2" - 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 250°F(120°C) Materials List Components Material Body ASTM A-536 Nylon-11 Coated fM V� Disc ASTM A-536 EPOM Encapsulated APPROVED LISTED Upper&Lower Stems AISI 420-SS r G H:DISC CLEARANCE OF 1 BODY SURFACE THROUGH Housing ASTM A-536 DISC IN THE ND OF OPEN POSITION Hand Wheel ASTM A-536 c H Flag Indicator ASTM A-536 Shear Pin ASTM A-510 Segment Gear ASTM B-148 or B-584 ° Housing Gasket EPDM Grade E r A B ear ia• 0-Rings(All) EPDM Grade E TAMPER RESISTANT FASTENER Size A B C D E F G H 21/2" 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) Reliable1212014 19 • Co., iGlobalof Fire ProtectionI• 1.800.431.1588 Reliabld REL-BFG-300 ved End Butterfly Val TECHNOLOGY QUALITY SERVICE • • Wiring Diagram SUPERVISORY TAMPER SWITCH,CIRCUITS LIU-= ONTROLPANEL(VALVE FULLY OPEN) CN+cu)r OPEN(RED) S 1) NC CLOSED(YELLOW) COM END OR LINE RESISTANCE OR NEXT DEVICE COMMON(WMRE) GREEN - ACTUATOR CASE GROUND OPEN(ORANGE) S2 � — —- VOLTAGE .7L SOURCE CLOSED(SLUE) COM COMMON(BLACK) AUXILIARY SIGNAL DEVICE (SELL OR HORN) Test Data: BUTTERFLY VALVE GROOVED END Flow Coeftrcent.Kv Flow Characteristics Kv=M3/hour across valve at same standard condition (20`C, 1 bar) ON 50 65 80 100 ;,u 200 DW Size OD 30* 40*y 50* 60* 70* 80* 90* Size 2" 2.5' 3" 4" 6" 8" (mm) (In) OD 60 73 89 114 165 219 - 76 168 65 21/2" 73 12 27.4 53.1 96 138 156 163 o e 65 21/2" 76 12 27.4 53.1 96 138 156 163 07 - 06 —_ 80 3" 1 89 18.9 39.4 78.9 144 210 243 249 04 T 7_9 100 4" 114 30 65.1 129 226 377 488 514 03 150 6" 165 84 184 369 634 964 1196 1286 01 150 6" 168 84 184 369 634 964 1196 1286 / 200 8" 219 165 339 677 1230 2002 2850 3129 5 6 7 8 9 2 3 4 5 6 7 8 9 10 Flow(m3/h) CV= 7 KV KV= Q _ 1=-p-1 Q=31.6 KV Q: 6 31.6 4P y p1 Q=flow in m3/h 4P=pressure loss p1 =density in in bar Kg/m3 Flow Coefficients Cy VS Disc Angle Size Part# Weight The flow coefficient KV is the ,90 so 21/2 7M99002653 19.84 follow in m3/h of water, at an 60 — 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 1 30 Cv= 7 KV 20 6 10 0 0 10 20 30 40 50 60 70 80 90 Angle of Opening Reliable1212014 •matic Sprinkler Co., i Global Distributor1 SProd' www.reliablesprinkler.com11 tqCOWorldwide Fire Protection Contacts www.tyco-fire.com Products Model CV-1F Grooved End Swing Check Valves General The owner is responsible for main- taining their fire protection system Description and devices in proper operating con- dition. Contact the installing contrac- The TYCO Model CV-1F Grooved End for or product manufacturer with any r- Swing Check Valves are compact questions. and rugged swing-type units that 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-1 F Check Valves are Compliance with CE Pressure designed to minimize water hammer Equipment Directive(PED)and caused by flow reversal. Standards of Engineering Practice O The Model CV-1F Grooved End Swing • 2 to 12 Inch(DN50 to DN300): UL C UL FM 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- VdS Approved Ud5 ers. The Model CV-1F Check Valves Certificate No. G4060018 C�. have been designed with a removable 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) listing and approval information,contact tally(with cover in the upward position) your TYCO representative. or vertically with the flow in the upward Maximum Working Pressure direction (Ref. Figure 3). dS-1-6 bar bar psi(20,7 bar)V Installation dS A check valve maintenance kit is avail- Valve Assembly Finish The Model CV-117 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-1F 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 590F 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 CEM 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-11F 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 Never remove any piping component valve life.Standard piping practices call nor fora minimum of five(5)times the pipe or correct or modify any piping de 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 TFP1550 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 5.38 2.63 3.09 3.87 5.87 1.63 39 10.0 (65) (76,1) (203,2) (136,7) (66,7) (78,5) (98,3) (149,1) (41,7) (54) (4,5) 3 3.50 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) (5,0) 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) 139,7 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 8.00 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 60 47.0 (150) (168,3) (292,1) (203,2) (117,3) (114,3) (127,0) (193,0) (47,0) (82) (21,3) 8 8.63 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 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 ._.........._.__.._ i r O.D. p A — I 1/2" ylll N PT 1/2" J N PT 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 1 Cover . . ..= a oo mThread Sealer m o - . _ m o Retaining Ring Mwm�=M n Bolt Stainless (DN50-200) Steel . 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Inch Inch Part Number (DN) (mm) 2 2.37 59-590-0-020 (50) (60,3) 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 5n (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) (150) (1 .63 59-590-0-060 (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 Clapper Assembly Part Number Inch Inch (DN) (mm) Americas Only EMEA/APAC Americas Only EMEA/APAC Americas Only EMEA/APAC 2 2.37 2-1/2 2.88 595907030 97561801 59025EPDME 59025EPDM 97562801A 97562065 (65) (73,0) 76(16 j m 3- 0) 595907030 97561801 59025EPDME 59025EPDM — 97562801 3 3.50 595907030 97561801 59030EPDME 59030EPDM 97562201A 97562201 (80) (88,9) 4 4.50 595907040 97512001 59040EPDME 59040EPDM 97549001A 97549001 (100) (114,3) 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 595907060 97521801 59060EPDME 59060EPDM 97524101A 97562150 (150) (168,3) (200) (2.63 595907080 97547901 59080EPDME 59080EPDM 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 q 3:t For warranty terms and conditions,visit Contact your local distributor for avail- COVER o www.tyco-fire.com. ability.When placing an order, indicate LL the full product name and Part Number (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 Refer to Figure 2 to identify Parts. Cover Gasket V Specify: Model CV-1F Grooved End INLETOUTLET Swing Check Valve,Cover Gasket,size (specify), P/N (specify per Table B) Clapper Facing HORIZONTAL ORIENTATION Specify: Model CV-1F Grooved End FIGURE 3 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-1F Grooved End Swing Check Valve,Clapper Assembly, size(specify), P/N(specify per Table B) TFP1550 Page 6of6 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. tgt:o Fire Protection Products VSR (E) POTTER 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-]O GPM(15-38 LPM)-UL Maximum Surge: 18 FPS(5.5 m/s) Contact Ratings: Two sets of SPDT(Form C) 10.0Amps at 125/250VAC 2.OAmps 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-120°F,(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 Pare Number National Fire Alarm Code NFPA-72 2" DN50 VSR-2 1144402 2 1/2" DN65 VSR-2 1/2 ]144425 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. Waterflow 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" thru 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 l 0 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. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED 1N USA MFG.#5401146-REV L PAGE 1 OF 4 3/09 Pcfr- r n VSR .r L-1X VANE TYPE WAI`EKN'LOW The Symhol 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.l Retard Adjustment DO NOT LEAVE COVER OFF FOR AN EXTEND ED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting(60-90 seconds).The time delay should be set at the minimum required to prevent false alarms TIGHTEN NUTS ALTERNATELY CAUTION Hole must be drilled perpendicular to the pipe and vertically centered. Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect MOUNT ON PIPE SO -- -- - ARROW ON SADDLE( _ POINTS IN DIRECTION 1 OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION ADAPTER ADAPTER O DIRECTION OF OF WATERFLOW WATERFLOW \ (Flowing water activates 20mm-'-mm MAX. device in one direction onlv.) DN50 ONLY I USE(2)5180162 ADAPTERS AS SHOWN ABOVE DW11 1146-It DWGR 1146-IF Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hole Size U-Bolt Nuts Size O.D. Schedule]0(UL) Schedule 40(UL) BS-1387(LPC) DN(VDS) Torque inch nmr inch nun inch tom inch tom inch tom inch tom inch into 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 1 0.120 3.05 0.203 5.16 - - - - 1 25+.125/-062 330+20 VSR-21/2 - DN65 3.000 76.1 1 - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-31/2 3.5 4.000 101,6 0.120 305 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 32 2.O0f 125 508f2.0 VSR-5 5 - 5.563 141.3 0.134 3.40 0.258 6.55 VSR-6 6 DN150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 1 DN200 8.625 219.1 0.148 3.76 0.322 8.19 0.249 6.3 0.177 1 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG.#5401146-REV L PAGE 2 OF 4 3/09 VSR (E.) POTTER 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 of knockouts,not in the center. wiring both switches from one conduit entrance. 00 .wG 11146-16 An uninsulated section of a single conductor should not be looped 1 ti around the terminal and serve as two separate connections. The &n".w wire must be severed,thereby providing supervision of the 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 O DIG 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 — FLI Notes: - 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 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. WATGRFLOW ZONE 3. For supervised circuits,see"Switch Terminal Connections" �` EULR ON FIRE PANEL drawing and warning note(Fig.4). ® o d nwa 1uo-1s 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 put-poses.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 2.00 in ~_1141.2 mm) GREEN GROUND t(89,0 ni'm (50.8 mm) SCREWS 2.34 in O (59.4 mm) - P PF DIA. U-BOLTNUT +5.25 in U-BOLT WASHER (+133.4 mm) PIPE SADDLE � rrPF 4 PLASTICPADDLF owe iuc-u U-BOLT NOMINAL PIPE DIA.+L75 in(+44.5 MM)FOR DN 50—DN 65 2-2.5 in O owe ws-iM NOMINAL PIPE DIA.+2.125 in 1*54.0 MM FOR DN 80—DN 200 3-8 in PRINTED IN USA MFG.#5401146-REV L PAGE 3 OF 4 3/09 nt"Nor rr" VSR 1 `J 1 1 L—IX VANE TYPE WA71ERFLOW 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) T he Rctard/Switch Assembly iss field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alai-in 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/SWTTCH 1SSI?MI3IY TO BASE BREAKOUTTHINSECTIONOFCOVER WHEN WIRING BOTH SWITCHES ' FROM ONE CONDUIT ENTRANCE. /l(2)ORIGINAL MOUNTING IRETARD/SWITCH ASSEMBLY i //1 ("2)LOCATING PINS/ - (2)LOCATING MN _ DO NOT REMOVE I BOSSES IN BASE (2)RETARD HOUSING I - SCREWS s � BASHA-K O O O O DWG#1146-10 Removal of Watertlow 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 3/09 (E) POTTER BELLS R 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 4 d General Signaling e�- Burglar Alarm `' Environment: Indoor or outdoor use(See Note 1) -400 to 150OF(-401 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells-4 No. 18 AWG stranded wires ul UDC Mo 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"(101 min)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 1507(-34°to 66°C). 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 (Mill) Number Number (Max.) 10 ft.(3m)(2) 10 ft.(3m)(1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 h120VAC PBA1208 1808120* .05A 99 8W4 120VAC I PBA12010 1 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. *Does not have ULC listing. In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG.#5400776-REV Y-I PAGE 1 OF 2 01/13 nf""N-r^lru n BELLS F V 1 1 "X The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches(mm) Wiring(rear view) Fig. 1 Fig.3 A.C.BELLS WH1TElM) WHITE IDI IT) 10" c �— (250) g•, FROM CONTROL (200) 6„ 1 1 PANEL OR (150) ' PRECEDING BELL 1 O BLACK ON) ALACKfQUTr _`T_ CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. 2 11/16" (68) DWGN 776-1 NOTES: L WHEN USING AC BELLS,TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. L END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWG.-16-3 Wcatherproof Backbox Dimensions Inches(mm) ^� Fig.2 FRCP Box has one threaded 1/2"conduit entrance 5 31. _ 3 3/8" 5- I To Next (146) O (86) (127) Devlee Or End-of--Lint }tesiSto' 3 3I8" 5"" (86) (41) 4 I/4" (108) Installation DWGN 776 1. The bell shall be installed in accordance with NPPA 13,72,or local AHJ.The top of the device shall be no less than 90"AF'F and not less than 6"below the ceiling. ED 2. Remove the gong. o 3. Connect wiring(see Fig.3). 0 4. Mount bell mechanism to Backbox(bell mechanism must be _. mounted with the striker pointing down). 0 5. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). 6. Test all bells for proper operation and observe that they can ssx-1 0 = be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). ARNIN. Failwe to 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 TESTANDRAIN10 Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve TEST 1,7 ontr,ce o p�� }PUSH LL UL O "i MODEL IOtt t Sizes: 3/4 1 1" 11 1/4 1 I 1 1/2 1 211 '--- The AGF Model 1011A TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief(NFPA 13 and NFPA 13R).The Model 1011A features a Model 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 (UUFM)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: %" (2.8K), 7/16" (4.2K), 1/2" (5.6K), 17/32" (8.0K), 5/6" (11.2K, ELO), 3/a" (14.0K, 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 bove 80%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 Abe 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, Versatility, Code Compatibility SS-M1011A—VO01-06/13 TESTANDRAIN®is a registered trademark of AGF Manufacturing Inc. Model 1011 A LISTED 11 TE TAN FM Model 1011A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPAOVEO Factory Rated at 175 PSI with other setting available Dimensions Model 1011A - Front View SIZE A B G U C r G h E A�INLET 79/16 11/211 23/16 35/811 33/8 1 13/16" 49/16 63/811 3/ (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) TO 79/16 11/211 23/16 35/8" 33/8 113/16" 49/16 63/8 DRr - 1 191 mm 37.5 mm 57 mm 93 mm 86 mm 46 mm 117 mm 162.5 mm) H 715/16 111/16" 29/16 41/4" 35/8 115/16 59/16 71/211 1 1/4 (201 mm) (43 mm) (65 mm) (108 mm) 1 (91 mm) (51 mm) (141 mm) (192 mm) 815/16" 113/16" 31/411 51/16" 37/811 25/8" 81/4" 107/8" 1 t/2 (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 815/16" 113/16" 31/411 51/16" 37/8" 25/8" 81/4" 107/8" Model 1011A - Plan View 2 (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) The Model 1011A provides the following... TO ? I p From the 2013 Edition of NFPA 13 DRAIN? + 4 D Chapter 8.16.2.4.1' Provisions shall be made to properly drain all parts of the system. C h a ter U.16 a .2.4.2 Drain connections, interior sectional or floor control valve(s)s) o Px 8.16,2.4.3 shall be provided with a drair cor nechon having a minirnurn 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 3/ %/,e", ,/z , /3z",5/B" ELQ�, drain capable of accepting full flow... using an approved sight test 4" ESFR*, and K25" giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be accessible. materials Chapter 8.17.4.2.4 shall be permitted to be installed in any location... dawnstrearn of Handle................Steel the waterflow 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 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 (pressure relief)valve FM Approved NYC-BSA No. 720-87-SM NIAIE IN N' USA Patent # 4741361 . Other Patents AGF Manufacturing Inc. Job Name: 100 Quaker Lane,Malvern, PA 19355 Architect: Phone:610-240-4900 Fax:610-240-4906 Engineer: www.testandrain.com Contractor: 'Available on 1'/4"to 2"size units only•"'Available on 11/2"and 2"size units only " 1 Full Port ■ Valvell Forged Brass ULIULc Listed 2R97 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 Stem Packing PTFE Installation Stem Brass 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 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 1/4" 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 out"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 ©2008 FPPI F P P 1® 6241 Yarrow Dr.,Suite A,Carlsbad, CA 92011-1541 -E - For questions: 1 800 344-1822• 1 800 344-3775 fax-www.fppi.com Intentionally Blank _ 1I ,- data sheeti -ARGCO GUARMTEED Fire Sprinkler Pressure Gauges �. 125 tso qs 200 _ 0-300 psi water OF a,5 5 1225 FM 250 0-300 psi air .50 25 0 275�/ 0-300 psi air/water 7. 3 9` Application: Fluid medium which does not clog connection port or corrode copper alloy. "rT Specifically designed for the fire sprinkler industry. Size: 4" (100 mm) Accuracy ±3/2/3%of span - 11/2" (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: -40OF to 140°F (-40°C to 60°C) FM approved Media: max. 140°F (+60°C) Temperature Error Standard Scale Additional error when temperature changes from reference temperature of 680F PSI (20°C)+0.4%for every 18' F(10°C) rising or falling. Percentage of span. Window Standard Features Acrylic, ultrasonically welded to case Connection Material: copper alloy Lower mount(LM)-not available for 1'/2"size Standard Series •Type 110.10sp 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. J FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 v OR LOG ONTO WWW.ARGCO.COM Three-way Bronze Valve 1/4" IPS U L/U LC Listed* 3 ps i 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 Seat- Brass water supply to the sprinkler system. This design also allows Handwheei - 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 Thread Sealing Tape or a suit- valve can be accomplished able pipe thread sealant such 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 "UL/ULC 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 'OR—M Fire Protection Products, Inc. ® 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©2003-2007 Fire Protection Products,Inc F oP P For questions: 1 800 344-1822• 1 800 344-3775 fax•www.fppi.com FireLock EZ° Rigid Coupling Ataulic' 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) El enamel (Europe) NLVLV °S FM LPCB vds LISTED ❑ Optional: Hot dipped galvanized See Victaulic Publication 10.01 for more details. Gasket: Product Description: Grade "E" EPDM (Type A) 7 FireLock EZ products have been Listed by Underwriters The FireLock EZ Style 009N Installation-Readim 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 victaulic.com I Couplings I Rigid I Style 009N I Publication 10.64 Listings/Approvals 1 The information provided below is based on the latest listing and approval data at the time of publication. L i,ting5/Annrn\ialc arr, Si ihjert to change and/nr additions by the approvals agencies. Contact Victaulic for performance on 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 i psi psi psi m m kPa kPa kPa kPa I kPa I kPa _ kPa kPa 11/4 232 365 365 175 363 363 365 365 32 1600 2517 2517 1205 2502 2502 2517 2517 1 V2 232 365 365 175 363 363 365 365 I 40 1600 251'/ 2517 1205 2502 2502 2517 2517 2 363 365 365 175 363 363 365 365 50 2502 2517 2517 1205 _ 2502 2502 2517 2517 21/2 N/A 365 365 175 363 363 365 365 65 2517 2517 1205 _ 2502 2502 2517 2517 3651 3633 365 365 11 76.1 mm N/A N/A N/A N/A 2517 _ 2502_ _ _2517 2517 3 365 365 175 363 363 365 I 365 80 N/A 2517 2517 1205 2502_ I 2502 2517 2517 4 N/A 365 365 175 i 363 363 �� 365 2517 100 2517 _2517_ 1205 I 2502 2.502 ^- _ 108.0 mm N/A N/A N/A N/A _ 2502 250 1 N/A N/A 5 290 365 _--�� —363 I 363 N/A N/A N/A N/A 125 2000 2517 1 2502 —� 2502 rAT mm 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 6 N/A 290 365 N/A 363 363 N/A N/A 150 2000 2517 2502 2502 _I 8 N/A 290 365 N/A 363 363 N/A N/A 200 1 2000 2517 1 2502 2502 ^J 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 cULus listed for DIN 2458 2.6 mmm pipe wall. 3 FM approved for BS 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 kP F kPa kPa kPa kPa kPa BLT 1 1/4—2 300 365 EZT 1 1/4—2 300 365 MT 1 1/4—2 300 365 2068 2517 2068 2517 2068 2517 DF 1 1/4—4 300 365 FF 1 1/4—4 300 365 MLT 1 1/4-2 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 1/4—4 175 175 FLT 1 1/4—2 N/A 365 STF 1 1/4—4 N/A 365 1206 1206 2517 2517 EL 1 1/a—2 300 365 FLTL 1 1/4—2 N/A 365 TF 21/4—4 N/A 365 2069 2517 2517 2517 victaulic.com I Couplings I Rigid I Style 009N I Publication 10.64 Style 009N Dimensions: r- Y � �Z-s� �Y�I Ir l x x Style 009N Pre-Assembled Style 009N Joint Assembled (Push On Condition) -7 T Dimensions Pre-assebled Actual Maximum Maximum Allow. Approx. Nominal Outside Working End Pipe End (Push On Condition) Joint Assembled Weight Size Diameter Pressurel Load' Separation' Bolt/Nut3 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 2-3/B 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 1 1/2 1.900 365 1035 0.10 2-'/a x 2 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 2-1/8 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 50 0.9 21/2 2.875 365 2370 0.12 2-3/B x 21/2 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 1 155 102 155 1 50 1.0 76.1 mm 3.000 365 2580 0.12 2-3/B 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-'/a 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 1.0 4 4.500 365 5805 0.17 2-3/B 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 55 1.3 4.250 365 5175 0.17 5.56 7.39 5.28 7.36 2.14 3.1 108.0 mm 108.0 2517 23020 4.318 2-3/B x 21/2 141 1.88 134 187 54 1.4 5 5.563 365 5178 0.17 7.19 9.25 6.7 9.11 2.19 5.0 125 141.3 2000 23033 4.318 2-1/2 x 3 183 1 235 170 1 231 1 56 2.3 133.0 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 8.32 10.29 7.82 10.13 2.17ffi2. 150 168.3 2000 44469 4.318 2 1/z x 31/a 211 261 199 257 558 8.625 365 13730 0.17 10.89 13.31 10.22 13.1 2.5200 219.1 1620 61074 4.318 2-s/B x 4 277 338 260 333 64 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 1/2 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 e 4 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 provides the similiar 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 manufactured by Viclaulic or to Victaulic specifications.All products Intentionally Blank FireLock° Rigid Coupling Style 005H Actaullc 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) VICPhid Standard: Orange enamel (North America); red r sy,rem enamel (Europe) ❑ Optional: Hot dipped galvanized Approvals/Listings: & LPCB Coupling Gasket: (specify choice) FM �P VdS NOTE:Additional gasket styles are available.Contact Victaulic for details. LISTED 104-1a/02 See Victaulic Publication 10.01 for more details. ❑ Grade "E" EPDM Type A Vic-Plus" Gasket System' LPC and VdS Approved,see notes on page 3 EPDM (Violet color code). FireLock products have been i 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. +350T 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 Jlubrication requirements and dry pipe fire protection system notes. Job/Owner Engineer System No. Spec Section Location Paragraph victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Dimensions: Y ►{ Z-1 Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 1/-4'732-100 mm ci7ec and'inO rn6 /2r)CjR kpa fnr 4 1/a-8`7108-200 mm 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' Separation Bolt/Nut' X Y Z Each inches inches psi lbs. inches No.-size inches inches inches lbs. mm mm kPa N mm inches mm mm mm kg 1'/a 1.660 350 755 0.05 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 2-3/e x 2'/a 70 114 48 0.5 1'/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 T 40 48.3 2413 4415 1.2 2-'/e x 2'/a 76 121 48 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1 1.6 50 60.3 2413 6900 1.7 2-3/a x 21/2 89_ 133 48 0.7 _ �2% 2.875 350 2270 0.07 4.00 5.75 _ 1.88 1.9 2-3/e x 2'/2 ! 73.0 2413 10110 1.7 � 102 _ 146 _ I 48 .09 3.000 350 2475 0.07 4.13 5.75 1.88 I 1.9 76.1 mm 2-1/8 x 2'/2 _ 76.1 2413 11010 1.7 105 146 48 _ 0.9 3 3.500 350 3365 0.07 - 4.63 6.13 1.88 I 2.1 2 -3/a x 2'1 _ 156 _48_ I.0 80 88.9 2413 14985 1.7 118 ; 4 4.500 350 5565 0.16 2-%X2/2 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 I L _14fi I 184 54 1.4 4.250 300 4255 0.16 5.63 7.25 2.13 3.1 108.0 mm 108.0 2068 18940 4.1 2-3ie x 2'i2 143 184 54 1.4 5 5.563 300 7290 0.16 2 Yz x3 6.88 9.00 1 2.13 4.5 125 141.3 2068 32445 _ 4.1 � _ 175 229 54 2.0 5.250 300 6495 0.16� �~µ 6.63 9.00 2.13 4.5 133.0 mm 133.0 2068 28900 4.1 2- z X 2 3/a 168 229 54 2.0 5.500 300 7125 0.16 � 6.88 9.00 2.13 4.8 139.7 mm 139.7 2068 31715 4.1 2 '/z x 23/a 175 229 54 2.2 6 6.625 300 10340 0.16 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 2-'/z X 3 203 1 254 53 2.3 6.250 300 9200 0.16 7.63 10.00 2.13 5.5 159.0 mm 159.0 2068 40955 4.1 2 1/2 x 23/a 194 254 54 _2.5 6.500 300 9955 0.16 8.15 10.00 2.13 5.5 165.1 mm 165.1 2068 44295 4.1 2-'/z x 3 207 254 1 54 2.5 M 8 8.625 300 17525 0.19 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 2-5/e X 4'/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 11/2 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 LPC Approved to 16 Bar/235 psi. victaulic.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 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 11/4—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 11A—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—4 175' N/A 175 MF 11/4—4 300 N/A 3001 5 FM approved for service in 1 112—4"pipe. 6 UL Listed for service up to 4"pipe only. 7 UL Listed for service up to 3"only. Installation Note Reference should always be made to the 1-100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications.All products !M.•.•..•.Ii..4•.\ii�.�i.•.-4..Ili.•.. LJ�.•.V L•.•..I.�.•.�i.•..Iia..a .lM��..L.�I..•....•.•I�!\/i..l� li.. •.�. • i...i •._ i•i. •.r • • •.. . . •i • ... Intentionally Blank Victaulic° Flexible Coupling ✓ctaull,c° Style 75 06.05 1—8"/DN25—DN200 Exaggerated for clarity 1.0 PRODUCT DESCRIPTION Available Sizes • 1 —87DN25— DN200 Pipe Material • Carbon steel • Stainless steel Maximum Working Pressure • Accommodates pressures ranging from full vacuum (29.9 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 YL us FM vds LPCB �P LISTS) NOTES • Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. • See I btication 02.06: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. victaulic.com 3.0 SPECIFICATIONS — MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, Is available upon special request. Housing Coating: (specify choice) ❑ Standard: Orange enamel ❑ Optional: Hot dipped galvanized ❑ Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') ❑ 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 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—20"F to +180"F/--29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and tiiniral oils within the specified temperature range; not compatible for hot dry air over+140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) ❑ Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5,finish Type III (imperial) or Type II (metric). ❑ Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless 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. victaulic.com 4.0 DIMENSIONS Style 75 Y Z-'I r 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 0.57 3/s x 2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 2-43 48 2 M10 x 51 61 108 _ 45 0.6 1 1/4 1.660 0-0.06 0.45 3/8 x 2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 2 10 38 2 M10 x 51 68 117 45 0.6 1 1/2 1.900 0-0.06 0.40 3/8 x 2 I 2.91 4.82 1.77 1.5 DN40 48.3 _ 0-1.6 1 -56' 33 2 M10 x 51 74 122 45 0.6 2 2.375 0-0.06 0.32 3/a x 2 3.43 5.22 1.88 1.7 DN50 60.3 0-1.6 26 2 M10 x 51 87 133 48 0.8 2 1/2 2.875 0-0.06 1 15 0.26 3/8 x 2 3.88 5.68 ` 1.88 1.9 73.0 0-1.6 22 2 M10 x 51 98 144 ! 48 0.9 3.000 0-0.06 0.26 3/e x 2 4.00 5.90 1.88 1.9 DN65 _76.1 0-1.6 1 -12 22 2 M10 x 51 102 150 48 0.9 3 3.500 0-0.06 0.22 1/2 x 2 3/4 4.50 7.00 1.88 2.9 DN80 88.9 I 0-1.6 1 -2 18 2 M12 x 70 114 178 48 1.3 3 Y2 4.000 0-0.06 0.19 1/2 x 2 3/4 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 0 54' 16 2 M12 x 70 127 191 48 1.3 4 1 4.500 0-0.13 0.34 1/2 x 2 3/4 5.80 8.03 2.13 4.1 DN100 - 114.3 0-3.2 1 -36 28 2 M12x70 147 204 54 1.9 4.250 0-0.13 0.35 1/2 x 2 3/4 5.55 7.79 2.13 3.7 108.0 0-3.2 1 -41' 29 2 M12 x 70 141 198 _ 54 1.7 5.000 0-0.13 1 -26' 0.25 I 2 5/a x 31/4 6.13 9.43 2.13 5.5 127.0 0-3.2 21 M16 x 83 156 240 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 1 -18 23 2 M16 x 83 175 256 54 2.6 5.250 0-0.13 1 -21' 0.28 2 5/a x 3 1/4 6.55 I 9.37 2.13 6.0 133.0 0-3.2 24 M 16 x 83 166 238 54 2.7 5.500 0-0.13 0.28 5/8 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 1 1 -12' 0.21 2 5A x 3 1/4 7.38 10.48 1.88 I 6.2 152.4 0-3.2 18 M16 x 83 187 266 48 2.8 6 6.625 0-0.13 0.23 5/8 x 3 1/4 8.00 11.07 2.13 7.0 DN 150 168.3 0-3.2 1 -5 18 2 M 16 x 83 203 281 54 3.2 6.250 0-0.13 0.24 5/e x 3 1/4 7.63 10.49 2.13 6.8 159.0 0-3.2 1 -q 20 2 M 16 x 83 194 266 54 3.1 6.500 0-0.13 0.23 5/s x 3 1/4 7.84 10.66 2.08 6.6 165.1 0-3.2 1 -7 58 2 M16 x 83 199 271 53 3.0 8.515 0-0.13 0.18 3/4 x 41/4 10.19 13.75 2.32 13.2 216.3 0-3.2 0-51' 46 2 M20 x 108 259 350 59 6.0 8 8.625 0-0.13 0.18 3/4 x 4 1/4 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 1/2"/DN20-DN90;25%for 4VDN100 and larger. �wre victaulic.com 5.0 PERFORMANCE Style 75 Size i Actual Maximum Outside Working Maximum Nominal Diameter Pressure4 End Load inches inches psi lb DIN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 1 Y4 1.660 500 1080 DN32 42.4 3447 4,805 I 1'/2 I 1.900 500 1420 _ DN40 48.3 _ 3447 6,320 2 2.375 500 2215 DN50 60.3 L 3447 ` 9,860 21/2 2.875 500 3245 73.0 -_ 3447 _ 14,440 - 3.000 500 3535 DN65 I 76.1 _ _ 3447 15,730 3 3.500 500 4800 DN80 88.9 - 3447 - 21,360 3 Y2 4.000 500 6300 DN90 101.6 3 447 28,035 _ _ - 4 4.500 0 500 7950 DN100 114.3 3447 35,380 4.250 j 450 6380 5.000 450 8820 T 127.0 3103 f 39,250 5 5.563 450 10935 141.3 3103 48,660 J 5.250 450 9735 133.0 3103 -_ _ 43,325 5.500 450 10665 —II DN125 _ 139.7 3103 47,460 6.000 450 12735 152.4 3103 56,670 6 6.625 450 15525 DN 150 168.3 3103 69,085 6.250 450 13800 159.0 I 3103 61,405 6.500 450 14930 165.1 3103 66,412 8.515 450 25625 216.3 3103 113,986 8 8.625 450 26280 DN200 219.1 3103 116,945 4 Working Pressure and End Load are total,from all internal and external loads,based on ANSI B36.10 sized carbon steel pipe,grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. NOTE • WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. victaulic.com 6.0 NOTIFICATIONS Alm • 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,Victa ulicO Potable Water Atmrouls ANSUNSF 05.01:Victautice Seal Selection Conde-Elastomeric Seal Construction 0615:ViataulicO Pressure Ratings and End Loads for Vrclaulic Couplings on Steel Pic)e 10.01 Victaulic®Products for Fire Protection Pipings Systems-Regulatory ADDroVal Reference Guide 17.01:ViclaulicO Pine Prenaration for Use on Stainless Steel Pipe Willi Victaulic Products 17-09:Victaulic®Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01:Vrclaulic®Standard Groove Soecifications 26.01:Victaulic®Design Data 29.01:Victaulic@ Terms and Conditions of Sale 1-100,VictaulicilD 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 Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available Intentionally Blank Victaulic° Reducing Coupling ✓ctsUI_i Style 750 06.08 / l I 1.0 PRODUCT DESCRIPTION Available Sizes: • 2 x 1" through 10 x 8"/DN50 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 cEwm- FM VdS LPCB " 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. victaulic.com 3.0 SPECIFICATIONS — MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 61i-4J-1J, 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 terrlperalure range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot+180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. ❑ Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range—20"F to +1807/--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/+600C and water over +1J0°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others ❑ For alternate gasket selection, reference publicdtion 05.01: Victaulic Seal Selection Guide. n Services listed are General Service Guidelines only.II should be rioted that there are services for which these gaskets are not compatible.Reference should always be male to Ine latest Victaulic lot. eu rc cs r . Bolts/Nuts (specify choice2): ❑ Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial — heavy hex nuts) and ASTM A563M Class 9 (metric— hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type III (imperial) or Type II (metric). ❑ Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless 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 victaulic.com 4.0 DIMENSIONS Style 750 Y Y N Z-� x x Pipe End Size Separationz Deflect.From CU 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 DN mm Degrees mm/m mm mm mm mm kg 2 2 M. x 2 1 0-0.07 0° 57 0.20 3.38 I 5.28 1.88 2.7 DN50 x DN25 0-1.8 17 85 134 48 1.2 1% I 0-0.07 0° 57' 2 3/6 x 2 0.20 I I 3.38 I 5.28 1.88 2.0 I DN40 0-1.8 17 85 134 48 1.0 21/2 2 0-0.07 0.16 f 4.00 5.93 1.88 3.1 x DN50 0-1.8 0° 4T 14 2 I 3/e x 2 102 151 48 1.4 2 0-0.07 I 0.16 I 4.38 6.63 1.88 4.6 DN65 x DN50 0-1.8 0°-47' 14 2 1/2 x 23/a 111 168 48 2.1 3 2 0-0.07 0° 0.13 4.75 7.13 1.88 4.9 DN80 x DN50 0-1.8 39 /z x 2 3/411 2 121 181 48 2.2 21/2 0-0.07 0° 39' 0.13 4.75 7.13 1.88 4.3 0-1.8 11 2 /z x 2 3/4121 181 48 2.0 0-0.07 00 0.13 4.75 7.13 1.88 4.2 DN65 0-1.8 39' 11 2 1/z x 2 3/4121 181 48 1.9 4 2 0-0.13 6.25 8.90 2.25 8.1 28 0. I ^ : 1°-19' i 2 5/a x 3Ya i DN100 XDN50 0-3.2 ` 25 159 226 57 3.7 2112 I 0-0.13 f 0.28 -i 6.25 8.90 2.25 8.6 0-3.2 1°-19 I 25 2 % x 3 1/a 159 226 57 3.9 0-0.13 1 0.28 6.25 8.90 2.25 6.9 DN65-1 0'3.2 V-19' l y 25 2. 5/a x 31/a 159 226 57" - ' 3.1 3 0-0.13 1° 19' 2 5/e x 31/a 0.28 6.00 8.90 2.25 6.7 DN80 0-3.2 25 152 226 57 3.0 5 4 0-0.13 , 0.22 1 7.18 10.70 2.13 11.2 x DN100 0 3.2 1 3 19 2 3/a x 4/a 182 272 54 5.1 x 4 0-0.13 0°-55' 2 3/4 x 41/a 0.19 I 8.63 11.90 2.25 15.2 j 165.1 DN100 0-3.2 16 219 302 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 1/4 x 41/a 219 302 57 7.6 5 0-0.13 0° 52' 0.18 8.31 11.90 2.25 12.9 0-3.2 15 2 3/4 x 4 1/4211 302 57 5.9 8 x I 0-0.13 I 0°-38' 0.13 2 % x 5 I 10.75 14.88 2.50 23.2 DN200 165.1 0-3.2 1 11 273 378 64 10.5 6 0-0.13 0.13 10.81 14.88 2.50 22.4 DN 150 0-3.2 0°-38' 11 2 % x 5 i 275 378 64 10.2 10 8 1 0-0.13 0.90 13.12 17.26 2.62 31.4 DN250 x DN200 0-3.2 0° 25' 8 2 1 x 51/z 333 438 67 14.2 a 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/a-3 1/z"/DN20-DN90;and 25%for 4"/DN100 and larger. victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Maximum Working End Nominal Pressure4 Load^ inches psi Ib DIN kPa N 2 1 350 — — 500 DN50 x DN25 2413 2,225 11/2 r 350 1000 I DN40 ' 2413 4,450 21/2 2 500 2215 x DN50 3447 9,850 2 350 1550 DN65 x DN50 _ _ 2413 _ 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'/i 350 2275 2413 10,125 3yU tit/S DN65 2413 1;,014 3 500 ' 481010 DN80 3447 21,400 5 4 350 I 5565 x DN100 2413 24,765 6 4 350 5565 DN150 x DN100J 2413 24,765 5 350 8500 2413 37,825 8 350 11610 DN200 x 165.1 2413 51,645 6 350 12060 DN150 2413 53,645 10 8 350 20450 DN250 x DN200 2413 90,970 4 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 Victaulic specifications.Contact Victaulic 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. 5. victaulic.com 5.1 PERFORMANCE Flow 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 11 Pipe Length Size _ Pipe Length Small Small Nominal I Diameter Nominal Diameter inches ft inches ft DN m _ DN m 2 1 5.9 1 2 2.7 DN50 X DN251 1.8 DN25 X DN50 0.8 11/2 2.0 11/2 2 1.9 DN40 0.6 DN40 X DN50 0.6 _ - 21/2 X 2 - - 1.9 2 X 21/2 1.0 DN50 0.6 DN50 0.3 ,I 2 1.9 1.0 DN65 X DN50 0.6 DN65 0.3 l 3 X 2 5.5 3 3.5 DN80 DN50 1.7 DN80 _ 1.1 21/2 3.8 4 3.0 1.2 DN100 0.9 3.8 21/2 3 2.5 DN65 k 1.2 X DN80 I 0.8 4 2 i 6.0 I 4 3.0 DN100 X DN50 1.8 DN100 0.9 2 1iz 6.0 3 2.5 1.8 J DN65 X DN80 0.8 6.0 I 4 3.0 DN65 !_ 1.8 I DN100 0.9 3 i 6.0 3 4 2.5 _ DN80 1.8 DN80 X DN100 0.8 _ 5 4 3.0 I 4 5 3.3 X DN100 0.9 DN100 X 1.0 4 6.0 4.6 165.1 X DN100_ 1.8 165.1 1.4 6 4 6.0 6 4.6 DN150 X DN100 1.8 _ DN150 1.4 5 4.5 5 6 2.3 _ 1.4 X DN150 0.7 8 7.3 8 5.4 DN200 X 165.1 2.2 165.1 X DN200 1.7_ 6 7.3 u( g _ 6.0 DN150 2.2 DN150 X DN200 1.8 10 8 8.7 8 10 s 6.3 DN250 X DN200 2.7 DN200 X DN250, 1.9 victaulic.com 6.0 NOTIFICATIONS • Read and understand all instructions before attempting to install, remove, adjust,or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. LO earsafety glasses, hardhat, and foot protection. nlyNo. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. ure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01 Viclauhcoo Seal Selecting Guide 10 Ot•Victaulic®Products for Fire Protection Pjnima Systems-Regulatory Approval fiefemoce Guidj 25.0L VictaultCtFi Original Groove System(OGS)Groove Specifications 2b.0L Vlclautic bl Design Data 29.01,Vit;tduliL@ T ritis aril Conditions of Sale 1-100•VictaulicO Field Installation hlandbook User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer, of Victaulic products,providing complete installation and assembly data,and are available 9 Victaulic° Grooved End Fittings ACta 07.01 sop 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 publication 06.24 for more information). j 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 adapters,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. victaulic.com 1.0 PRODUCT DESCRIPTION (Continued) Other Fitting Styles AGS-Advanced Groove System from 14—60"/DN350—DN1500 Ductile Iron for AWWA size pipe Publication 20.05 Publication 23.05 It ArN Stainless Steel Publication 17.16 XL fittings for abrasive services Publication 07.07 Galvanized Publication 07.01 for Original Groove Fittings Publication 20.05 for AGS Fittings Aluminum Publication 21.03 9w Extra Heavy EndSeal "ES" Publication 07.03 Shouldered Ends 64 Publication 07.06 Copper Publication 22.04 Plain End Publication 14.04 victaulic.com 2.0 CERTIFICATION/LISTINGS at FM QP LPCB vas Witt 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..11 45"Elbow,No.12 221/2"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,Noll 45"Elbow,No.20 Tee and No.60 Cap. • The following Victaulic fittings are LPCB approved:No.10 90"Elbow,No.11 45"Elbow,No.12 22 1h Elbow,No.13 11 1/4"Elbow,No.30 45"Lateral,No.30-R 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,Noll 45"Elbow,No.12 221h Elbow,No.13 111/4"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—47DN20— DN100: Carbon steel, Schedule 40, conforming to ASTM A53, Type F ❑ 5— 6"/DN125— DN150: Carbon steel, Schedule 40, conforming to ASTM A53, Type E or S, Gr. B ❑ 8— 127DN200— 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 1316.5, 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 victaulic.com 4.0 DIMENSIONS Elbows ND. iv 9C° Elbow No. 11 45° Elbow CtoE No. 12 221/z Elbow EtoE No. 13111/4 Elbow ~Ct^E'j I CtoE No. 100 90° Long I _ cto Radius Elbow F- } < CtoE L No. 110 450 Long tL T ctE y Radius Elbow 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 ---�Elboow- Actual Approx. Approx. Approx. r- Approx. Approx. Approx. Outside Wgt. Wgt. Wgt. wgt. Wgt. Wgt. i Nominal Diameter C to E (Each) C to E (Each) C to E (Each) C to E (Each) C to E I (Each) C to E (Each) i inches I inches inches lb inches Ito inches lb inches lb inches lb inches lb DN rnm mrn_( _kg n7fil kg nxn d min kg mm kg mm kg - 1/. - 1 A50 2.75 0.5 -1-so 1--0.5 .1.63(sw) - 1.38(sw) 2,50(sw): 0.4 1.88(sw) 0.3 DN20 26.9 I 57 0.2 38 0.2 4_1 35_ _6_4 0.2 48 0.1 1 - -1.315 f 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 I _35 0.1 73 0.3 57_L 0.2 - - 1--- - 1 1/a 1.660 2.75 1.0 1.75 0.9- - 1.75 0.8 �1 38(sw) 0.5 j 3.25(sw) 1.1 2.38(sw) 0.7 DN32 42.4 70 0.5 44 0.4 44 -�_0_4 _35 0.2 83 j 0.5 60 0.3 75 1.2 11.755 0.9 1.75 0.8 138 sw 0.5 3.63(sw) 2.2 2.50(sw) 1.3 2 2.375 3.25 1.8 2.00 1.3-� 1.88 1.2 1.38 1.0 4.38 2.S 2.75 1.8 DN50 _60.3 83 0.8 51 0.6 48 0.5 35 0.5 111 1.1 70 I 0.8 I 21/2 2.875 3.75 3.2 2.25 2.2� 4.001 2.3 1.50 I 1.1 5.13 3.4 3.000 2.8 73.0 95 1.5 57 1.0 102 1.0 1 38 0.5 130 1.5 76 1.3 j 3.000 3.75 3.7 2.25 3.4 2.25 _ 1.50 DN65 76.1 95 1.7 57 1.5 57 38 _ 3 3.500 4.25 4.5 2.50 3.1 4.501 3.1 1.50 2.1 5.88 6.0 3.389 4. DN80 88.9 108 2.0 64 1.4 114 1.4 _ 38 1.0 149 2.7 86 I -2.2j 3 1/2 4.000 I 4.50 rt 5.6 2.75 4.3 12.50(sw), 4.0 1.75(sw) 2.7 DN90 101.6 114 2.5 70 2.0 64 1.8 _ 44 1.2 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 76 2.5 73 2.5 44 1.6 191 5.6 102 3.3 4.250 5.00 11.0 3.00 108.0 127 5.0 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 3.0 48 1.9 _ 5 i 5.563 I 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_) 14.8 141.3 i 140 5.3 83 3.8 73 3.5 51 2.2 235 8.2 124 6.7 1 5.250 5.50 11.7 3.25 8.3 133.0 140 5.3 83 3.8 i5oo­ 5.50 DN125 1397 1 1.7 3 8 2 140 5.3 83 3.8 2 3 I 510 6 6.625 6.50 17.2 3.50 10.8 6.251 12.2 2.00 7.0 10.75 30.4 5.50 17.4 DN150 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' 10.8 159.0 165 8.4 89 4.9 6.500 6.50 15.5 3.50 9.8 3.13 11.4 1 2.00 7.4 10.75(sw 29.0 5.50(sw) 19.0 165.1 165 7.0 89 4.4 79 5.2 51 3.4 273 1 13.2 140 8.6 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 victaulic.com 4.0 DIMENSIONS (Continued) Elbows No. 10 90' Elbow No. 11 45' Elbow -� ,,-ct°E No. 12 221/2' Elbow j EtoE No. 13111/4 Elbow i'ct°E.� ! cD No. 100 90' Long I _ ct°e� i '� Radius Elbow - } ct°E i No. 110 45° Long t ! ct�E Radius Elbow 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 lb inches lb DN mm mm kg mm kg mm kg I mm kg mm kg mm kg 8 8.625 7.75 29.9 4.25 20.4 7.75' 20.0 2.00 10.1 14.25 66.0 7.25 36.0 `j DN200 219.1 197 13.6 108 9.3 197 9.1 51 1 4.6 362 30.0 184 16.3 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 17.0 111 13.6 54 5.3 381 48.5 159 25.9 12 12.750 10.00 74.0 ~5.25 66.7 14.88(sw) 40.0 2.25 29.3 18.00 156.0 7.50 r 90.0 DN300 323.9 254 33.6 133 30.3 1 124 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 14.84 149.3 I 6.13 82.0 377.0 377 67.7 156 37.2 162 16.000 16.00 171.0 6.63 88.0 5.00(sw) 58.0 4.00(sw) 42.0 24.00(s) 210.0 10.00(s) 100.0 DN400 406.5 406 77.6 168 39.3 127 26.3 102 19.1 610 95.3 254 45.4 16.773 16.75 198.6 7.00 101.3 426.0 425 90.1 178 45.9 182 18.000 18.00 228.0 7.50 108.0 5.50(sw) 65.0 4.50(sw) 53.2 27.00(s) 273.0 11.25(s) 135.0 DN450 457.2 457 103.4 190 50.0 140 29.5 144 24.1 686 123.8 286 61.2 18.898 18.88 291.0 7.83 141.7 480.0 480 _ 132.0 200 64.3 202 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 36.0 127 29.5 762 155.6 318 78.9 20.866 20.88 355.0 8.63 179.0 530.0 530 161.0 219 81.2 242 24.000 24.00 438.0 10.00 221.0 7.00(sw) 140.0 6.00(sw) 60.0 36.00(s) 516.0 15.00(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 24.80 i 545.0 10.25 255.2 _ 1 _ _ _ 630.0 630 247.2 261 115.7 For AGS fitting information,see publication 20.05 14-60 DN350-DN1500 AGS" V 1 Gooseneck design,end-to-end dimension fittings in this size,contact your nearest Victaulic sales representative. 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). victaulic.com 4.1 DIMENSIONS Reducing Base Support Elbow No. R-10G Grv. x Grv. �CtoE�� rCtoE No. R-lOF Grv. x Flange d1 I olo tl -H _ ' H B Dia. B Dia. i 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 i inches lb lb DN mm mm mm kg kri 6 4 9.00 1.25 1.50 19.0 33.0 DN150 x _ DN100__ 229 32 38 8.6 15.0 5 I 9.00 1.50 1.50 23.0 38.0 I 2.29 _ 38 38 10.4 17.2 8 6 I 10.50 - 2.13 i 1.50 33.0 52.0 DN200 x DN150 + 2tS7 ( 24 38 15.0 - 23.6 10 ti 12.00 2.40 1.511 61.0 88.0 DN250 x DN200 305 61 38 27.7 39.9 4.2 DIMENSIONS Adapter Flbow No. 18 90"Adapter Elbow Cto No. 19 45"Adapter Elbow " GE c� C to Co }E TE No. 18 I No. 19 Size I 90"Adapter Elbow 1 45"Adapter Elbow Actual Approximate Approx. Outside Weight Weight Nominal Diameter C to GE C to TE (Each) C to GE C to TE (Each) inches inches inches inches lb inches inches lb DN mm mm mm kg mm mm N:y 3/4 1.050 2.25 2.25 0.5 1.50 1.50 0.5 ' DN20 26.9_ 57 57 0.2 38 38 0.2 1 1.315 2.25 2.25 e 0.5 DN25 33.7 57 57 0.2 11/4 1.660 2.75 i 2.75 II 0.9 DN32 42.4 70 70 1 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 I 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 I 4.25 5.0 DN80 88.9 108 152 2.6 1 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 -1 victaulic.com 4.3 DIMENSIONS Tees, Crosses and True Wyes -CtoE+1 rCtoE 111 Ct.LE ^' t GE SE> C t TE 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 I 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 Ib inches inches lb inches inches lb DN mm mm kg mm kg I mm mm kg I mm mm kg 1/4 , 1.050 2.25 0.6 2.25 0.9 I 2.25 2.00 0.7 2.25 2.25(sw) 0.6 DN20 26.9 57 0.3 57 0.4 57 51 0.3 57 1 57 0.3 1 1.315 2.25 1.0 2.25 1.3 2.25 2.25 1.1 I 2.25 2.25 1.0 DN25 33.7 57 0.5 57 0.6 57 57 0.5 I 57 I 57 0.5 P%4 1.660 2.75 1.5 2.75 2.1 2.75 2.50 1.5 111 2.75 2.75 1.5 DN32 42.4 70 0.7 70 1.0 70 64 0.7 70 70 0.7 11/2 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 1.4 21/2 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) i 5.2 DN65 76.1 95 2.4 95 95 2.4 3 3.500 4.25 6.8 4.25 10.5 4.25 3.25 6.1 4.25 6.00 6.8 DN80 88.9 108 3.0 108 4.8 108 83 2.8 108 152 3.1 31/2 4.000 4.50(sw) 7.9 4.50 11.5 4.50 3.50 9.6 4.50 4.50(sw) 7.9 DN90 101.6 114 3.6 114 5.2 114 89 4.4 114 114 3.6 4.250 5.00 15.5 _ _ _ _ _ 5.00 5.00(sw) 15.5 108.0 127 7.0 127 127 7.0 4 4.500 5.00 11.9 5.00 15.8 5.00 3.75 9.8 5.00 7.25 11.9 DIN 100 114.3 127 5.4 127 7.2 1 127_ 95 4.4 127 184 5.4 5.000 5.25(sw) 15.0 5.25 18.5 _ _ _ 5.25 5.25(sw) 15.0 127.0 133 6.8 133 8.4 133 133 6.8 5.250 5.50 17.8 _ = 5.50 5.50(sw) 17.8 133.0 I 140 8.1 140 140 8.1 5.500 5.50 17.8 _ _ _ _ _ 5.50 5.5C(sw) 17.8 DN125 139.7 140 8.1 140 140 8.1 5 5.563 5.50 17.8 5.50 20.0 5.50 4.00 15.0 I 5.50 5.50(sw) 17.8 141.3 140 8.1 140 9.1 140 102 6.8 140 140 8.1 6.250 6.50 27.1 _ _ _ _ _ 6.50 6.50(sw) 27.1 159.0 165 12.3 I 165 165 12.3 6.500 6.50 22.0 6.50 28.0 1 _ _ _ 6.50 6.50(sw) 22.0`m" 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 I 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 47.6 7.75 48.0 7.75 6.00 36.0 7.75 7.75 47.6 DN200 219.1 197 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 DN2So 273.0 229 44.9 229 55.1 229 155 31.7 229 229 44.9 12 12.750 10.00 133.0 1 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_ 354.. 178 36.3 1 254 254 60.3 (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE victaulic.com 4.3 DIMENSIONS (Continued) Tees, Crosses and True Wyes o.i=«E1 •r to C to LE C[o GE I I I C 2sic C tkT ---Jl No.20 No.35 No.33 I 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 1'�-i 142 14.000 11.00(sw) 145.0 11.00 ) 198.0 11.00 7.50 134.2 DN350 355.6 279 65.8 279 89.8 279 191 60.8 377.0 11.50 1 145.0 _ _ _ _ 292 65.8 _ 162 16.000 12.00(sw) 186.0 12.00 250.0 12.00 8.00 167.0 - DN400 406.4 _305 84.4 1 305 113.4 305 203 75.7_ 426.0 13.uu 186.0 300 84.4 - - - - --- --I 182 18.000 15.50 sw 260.0 15.50 350.0 15.50 8.50 234.0 DN450 457.0 394 117.9 394 158.8 394 216 -106.1_ - - 14.63 256.0 480.0 372 116.1 DN500 1 508.0 438 152.4 1 438_ _205.0 438 229 127.5 530.0 15.38(sw) 339.0 - 391 I 153.8 242 24.000 20.00(sw) 592.0 20.00 795.0 20.00 10.00 523.0 _ DN600 610.0 508 268.5 508 360.6 508 `254 237.2 630.0 17.38(sw) 473.0 _ _ 441 214.5 14-60 For AGS fitting information, see publication 20.05 DN350-DN 1500 AGS" 11� J 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). victaulic.com 4.4 DIMENSIONS Reducing Tee No. 25 Grooved Branch I`C[oE CtoE I No. 29T Threaded Branch FT1 { �__._ c c to to CroE- CtoE E - - f No.25 No, 29T c C to to No.29T No.25 w/Thd. Size Std. Branch Approx. No.25 No.29T Weight No. 29TT 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 lb 1 5.00 5.00 7.8 DIN mm mm kg DN25 127 127 3.5 1 1 3/4 2.25(sw) 2.25(sw) 1.0 1 1/4 5.00(sw) 5.00(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) 12.75(sw) 1.3 1 1/2 5.00 5.00 10.2- j DN32 x DN32 x DN25 70 70 0.6 DN40_T 127-J� 127 4.6 1 112 1 1/2 3/4 2.75(sw)J1 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 5.00 11.4 DN25 70 70 0.7 127 127 5.2 1 1/4 r 2.75(sw) 2.75(sw) 1.7 3 5.00 i 5.00 11.6 DN32 70 70 0.8 DN80 127 127 5.3 2 2 3/4 3.25 3.25 2.5 5 x 5 x 1 5.50(sw) 5.50(sw) 14.0 DN50 x DN50 x DN20 83 83 1.1 DN25 140 140 6.4 1 3.25 3.25 2.7 1 1/2 5.50(sw) 5.50(sw) 14.3 DN25 83 83 1.2 DN40 140 140 6.5 1 1/4 3.25(sw) 3.25(sw) 1.8 2 5.50(sw) 5.50(sw) 14.5 DN32 83 83 0.8 DN50 140 140 6.6 1 1/2 3.25 3.25(sw) 3.0 21/2 5.50 5.50(sw) 15.2 DN40 83 83 1.4 140 140 6.9 21/2 x 21/2 x 3/4 3.75(sw) 3.75(sw) 1 3.9 3 5.50 5.50(sw) 16.6 DN20 95 95 I 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 DN100 140 140 7.6 1 1/4 3.75 3.75 4.2 6 6 1 6.50(sw) 6.50(sw) 23.0 DN32 95 95 1.7 DN150 x DN150 x DN25_ 165 165 10.4 1 1/2 3.75 3.75 3.9 1 1/2 6.50(sw) 6.50(sw) I 24.0 DN40 95 95 1.8 1 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 65 165 1- 9.8 3 3 3/4 4.25(sw) 4.25(sw) 5.7 I 21/2 I 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 t 6.50 6.50 25.0 i ( 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-_. 10.5- ._ 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(sw) 6.4 4 6.50 6.50(sw) 25.0 108 108 2.9 DN100 165 165 11.3 (s)=Carbon Steel Direct Roll Groove(OGS) (s)=Carbon Steel Direct Roll Groove(OGS) f.... -r...k-c,, 1 c..............u„M,.i- 1"0-f-h-Q+ool Conmenhally\Alalri o.l victaulic.com 4.4 DIMENSIONS (Continued) Reducing Tee 'i CtoE Ciot� No. 25 Grooved Branch AE Nn. 29T Threaded Branch '-� C to CtoE+� Cto I I II �'-'- - - No.25 No. 29T C C ?O to - Rd E 4 No. 25 No.w/Thd29T. 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 Ib Size Std. Branch Approx. DIN mrn 1 rnm _ _kg Weight 12 12 I 10,00(sw), 10.00(svJ) 77.0 Nominal C to E C to E (Each) DN300 X DN300 X DN25 254 - 254 34.9 inches inches inches lb I 2 10.00(sw) 10.00(sw) 80.0 DIN mm mm _ kg ON50 2.54 1 254 36.3 I 8 8 1 ,, 7.75(sw) 7,75(sw)- 33-0 T -,1.-'T 10.00(sw) 10.00(sw'; 78.0 254 254 35.4 DN200 X DN200 X DN40 197 i 97 1 S.0 j ------- 2 -' 7.75(sw) 7.75(sw) 1 33.5 3 10.00(sw) 10.00(sw) 82 DN50 197 197 15.2 DN80 254 � 254 r 37.2 2,2 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 DN80 197 197 15.2 254 -254 34.0 DN100 197 197 19.0 DN150 254 254 34.0 5 7.75(sw) 7.75(sw) 34.0 8 10.00(sw) 10.00(sw) 80.0 197 197 15.4 DN200 254 254 36.3 6 7.75 7.75 42.3 10 10.00(sw)110.00(sw) 84.0 DN150 197 197 19.2 DN2501 254 254 38.1 7.75(sw) 7.75(sw) 48.0 142 14 4 11.00(sw) 11.00(sw) 102.0 165.Unm_ 197 I 197 21.8 DN350 X DN350 X DN100 279 279 46.3 10 10 1 1/2 9.00 9.00 62.0 6 11.00(sw) 11.00(sw) 108.2 DN250 X DN250 X DN40 229 229 28.1 DN150 279 279 44.1 2 9.00(sw) 9.00(sw) 62.0 8 11.00 11.00 112.0 DN50 229 229 28.1 DN200 279 279 50.8 2 1/2 9.00(sw) 9.00(sw) 62.4 10 11.00 11.00 120.0 229 229 28.3 DN250 279 279 54.4 3 9.00(5w) 9.00(5w) 60.0 12 11.00 11.00 129.1 DN80 229 229 27.2 DN300 279 279 58.6 4 9.00(sw) 9.00(sw) 61.0 162 16 4 12.00 12.00 130.0 DN100 229 229 27.7 DN400 X DN400 X DN100 305 305 I 59.0 5 9.00(sw) 9.00(sw) 52.0 I 6 1 12.00(sw) 12.00(sw) 133.5 - 229 229 23.6 i DN150 305 305 60.6 6 9.00(sw) 9.00(5w) 59.0 8 12.00 12.00 145.0 DN150 229 229 26.8 DN200 - 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 12 12.00 12.00 154.0 (s)=Carbon Steel Direct Roll Groove(OGS) DN300 305 305 _ 69.9 (sw)=Carbon Steel Segmentally Welded 14 12.00(sw) 167.0 NOTE DN350 305 75.8 • Cast fitting available,Contact Victaulic for details. 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 victaulic.com 4.4 DIMENSIONS (Continued) Reducing Tee r I No. 25 Grooved Branch CtoE CtoE No. 29T Threaded Branch J- -17- C C CtoE CtoE»t to LL� toE I T T No. 25 No. 29T C C to = E No.29T = 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. DIN mm mm kg Weight 242 24 8 20.00 20.00 340.0 Nominal C to E C to E (Each) DN600 x DN600 X DN200 508 508 154.2 inches inches inches lb 10 20.00 20.00 3439 DN mm mm kg DN250 508 - 508 15Z0 18, 18 4 15.50(sw) 15.50(sw) 194.0 12 20.00 20.00 152.8 DN450 x DN450 x DN1001 394 394 88.0 DN300 508 508 60.0 -- - - 6 15.50(sw) 15.50(sw) 200.0 14 20.00 _ 360.0 - DN150 394 394 90.7 DN35-{0 508 _ 163.3 8 15.50(sw) 15.50(sw) 202.0 16 I 20.00 _ 378.0 DN200 394 -F 394 91.6 DN4001 508 _ 171.5 10 15.50 I 15.50 212.0 18 20.00 380.0 DN250' 394 394 96.2 DN450 508 I - 172.4 `12 -' 15.50 15.504 222.6 20 20.00 373.0 DN3001_ 394 394 101.0 _ DN5001 508 169.2 14 15.50 _ 230.1 For AGS fitting information,see DN3501 394 1 104.4 14-60 publication 20.05 16 1 15.50 _ 247.6 DN350-1500 A G`f�'" DN400 _394 112.3 202 x 20 x 6 17.25 17.25 240.0 2 For 14"/DN350 and larger roll grooved systems,Victaulic offers the DN500 DN500 DN150 438 438 108.9 Advanced Groove System(AGS).For pricing and availability of cut groove 8 1 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 APT and are 14 17.25 _ 275.0 available with British Standard threads.For British Standard specify DN350 438 124.7 "BSP"clearly on order. 16 17.25 _ 288.6 • 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. victaulic.com 4.5 DIMENSIONS Bull Plug No. 61 EtoE^� D No. 61 No.61 Size Bull Plug_ (s) Actual Approx. Outside Weight Nominal Diameter E to E (Each) inches inches inches lb DIN _ mm mm ky 2 2.375 4.00 2.5 DN50 60.3 102 1.1 21/2 2.875 ��5.00 3.0 73.0 127 1.4 3 3.500 6.00 45 DN80 88.9 152__ 2.0 4 4.500 7.00 7.5 DN100 114.3 178 _ i 3.4 5 5.563 8.00 12.0 141.3 203 5.4 6 6.625 10.00 j 17.0 (s)=Carbon Steel Direct 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. • All fittings are ductile iron unless otherwise noted with an(sw)or(s). victaulic.com 4.6 DIMENSIONS 45"Lateral No. 30 c to j c to j LE LE St I �c 5 to 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 keg 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 26.9 114 51 0.5 165.1 356 114 19.8 1 1.315 5.00(sw) 2.25(sw) 1.7 6 6.625 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 42.4 146 64 1.1 DN200 219.1 457 152 32.7 11/2 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 12 12.750 23.06(sw) 7.00(sw) 165.0 DN50 60.3 178 70 2.3 DN300 323.9 584 178 74.8 21/2 2.875 7.75(sw) 3.00(sw) 9.0 142 14.000 26.50(sw) 7.50(sw) 276.0 73.0 197 76 4.1 DN350 355.6 673 191 125.2 3.000 8.50(sw) 3.25(sw) 11.0 162 16.000 29.00(sw) 8.00(sw) 344.2 DN65 76.1 216 83 5.0 DN400 406.4 737 203 156.1 3 3.500 8.50 3.25 11.7(d) 182 18.000 32.00(sw) 8.50(sw) 429.0 DN80 88.9 216 83 5.4 DN450 457.0 813 216 194.6 31/2 4.000 1 10.00(sw) 3.50(sw) 17 _ 17.8 202 20.000 35.00(sw) 9.00(sw) 500.0 DN90 101.6 25 22.2 8.1 DN500 508.0 889 229 I 226.89 d� 715.04.5004 7 Qr 1016 2 324.3DN100 114.3 26 5 10.1 DN600 610.0 77'5 5.563 12.50(sw) 4.00(sw) 21.8 i For AGS fitting information,see publication 20.05 + 141.3 318 102 9.9 14-60 (s)=Carbon Steel Direct Roll Groove(OGS) DN350-DN1500 AGS �- (sw)=Carbon Steel Segmentally Welded 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). victaulic.com 4.7 DIMENSIONS 45"Reducing Lateral No. 30-R ct C to j LE LE j - - 1\ `off I c,`0 5 S1 sr No 30-R No.30-R No 30-R No 30-R Size 45'Reducing Lateral Size 45°Reducing Lateral Approx. Approx. Weight Weight Nominal C to LE C to SE (Each) Nominal C to LE FCtcoh E (Each) inches inches inches Ib inches inchesns lb DN mm mm kg DN mm mm kg 3 3 2 8.50 3.25 9.8 142 14 4 26-50 7.50 172.0 DN80 x DN80 x DN50 216 83 4.4 DN350 x DN350 x DN100 673 191 78.0 21/2 8.50 3.25 9.8 6 26.50 7.50 187.0 216 1 83 4.4 DN150 673 1 191 84.8 4 4 2 10.50 I 3.75 10.0 8 1 26.50 7.50 205.8 DN100 x DN100 x DN50 267 I 95 j 4.5 �j DN200 673 191 93.4 21/2 10.50 3.75 10.0 I 10 26.20 7.50 235.0 267 95 4.5 I DN250 673 191 106.6 1,93 12 26.50 7.50 25" DN80 267 1 95 8.3 1 _ DN300! 673 1 IJA 5 x 5 x 2 12.50 4.00 24.0 162 16 6 29.00 8.00 1 215.0 DN50 318 102 10.9 DN400 x DN400 x _DN150 737 20-3 3 12.50 4.00 27.0 8 29.00 8.00 252.5 DN80 318 102 12.2 DN200 737 _ 203 114.5 4 12.50 4.00 26.5 10 1 29.00 8.00 265.0 DN100 318 1_102 12.0 DN250 737 203 _ 120.2 6 6 3 �14.00 4.50 37.0 12 29.00 8.00 295.0 DN150 x DN150 x DN80 356 114 16.8 DN300 737 203 133.8 4 14.00 4.50 36.0 14 29.00 8.00 305.0 DN100 356 114 16.3 _ DN350 737 203 138.3 5 14.00 4.50 44.7 182 18 6 32.00 8.50 274.0 356 114 20.3 I DN450 x DN450 x DN150 813 216 124.3 8 8 4 18.00 6.00 62.0 8 32.00 8.50 275.0 i 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 1 DN300 i 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 X 4 20.50 6.50 104.8 16 32.00 8.50 362.0 DN250 x DN250 x DN100 521 165 47.5 DN400 813 216 164.2 5 20.50 6.50 99.0 202 20 12 35.00 9.00 415.0 521 165 44.9 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 1 48.0 1 DN350 889 229 190.5 8 20.50 6.50 118.0 16 35.00 10.00 425.0 DN200 521 165 53.5 1 DN400 899 229 192.8 r- 12 12 5 23.00 7.00 122.0 242 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 DN150 584 178 62.1 DN600 1016 254 258.6 8 23.00 7.00 147.0 - .I For AGS fittine information. 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. H �' r-EtoE� I.-EtoE� �EtoEEl F] .I El 3 No.40 No.42 No.43 L-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) ,Approx inches inches inches lb Weight DN mm mm kq Nominal G H Ei E2 (Each) inches inches inches inches inches lb N 1.0 9 376 0.1 DN mm mm mm mm kg DN20 26.9 76 _ 0.1 2 2 2 2.75 7.00 9.00 4.63 6.4 I 1 1.315 3.00 0.4 DN50 x DN50 x DN50 70 178 229 i 118 2.9 25 33.7 76 0.2 21/2 21/2 21/2 3.00 7.75 10.50 5.75 11.5 11/4 1.660 4.00 0.8 x x DN32 42.4 102 0.4 76 197 267 146 5.2 1'/2 1.900j` 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 6.5 2 1 2.375 4.00 1.2 1 .75 22.9 DN50 60.3 102 0.5 254 330197 10.4250.00 13.003'/z 31/2 3'/2 7 DN90 x DN90 x DN90 89 21/2 2,875 4.00 1.9 4 4 4 3.75 10.50 13.63 8.13 126.0 73.0 102 0.9 100 x DN100 x DN100 95 267 1 346 207 1 11.8 3 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 1.1 _102 _318 410 254 21.8 31/2 4.000 4.00 2.1 6 6 6 i 4.50 14.00 18.25 11.50 60.5 DN90 101.6 102 0.9 DN150 x DN150 x DN150 1 114 I 356 464 292 . 27.4 4 4.500 6.00 5.5 8 8 8 6.00 18.00 23.25 15.25 127.1 DN100 114.3 I 152 2.5 DN200 x DN200 x DN200 152 457 591 387 57.7 5 5.563 6.00 7.4 l 10 10 10 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 i 9.5 12 12 12 7.00 23.00 31.00 20.50 240.0 DN150 i 1683*q ' 152 F 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"/40mm hole cut to receive Style 923 J Vic-Letor 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"/DN100- DN300 diameter-8"/200mm minimum length required. • For 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. • Available with British Standard Pipe Threads,specify"BSP"clearly on order. victaulic.com 4.10 DIMENSIONS Cap No. 60 .1 r-T -b (D No.60 No. 60 No.60 No. 60 Size 1 _ Cap _ Size Cap Actual Approx. Actual Approx. Outside Weight Outside I Weight Nominal Diameter "T"Thickness (Each) Nominal Diameter T"Thickness (Each) inches inches inches lb inches inches inches lb DN I mm mm kg _ DN mm mm kd 3/4 1.050 0.88 0.2 6.250 1.00 -6.8 i DN20_ 26.9 22 0.1 159.0 2.5 3.1 1 1.315 0.88 I 0.3 6.500 1.00 7.3 25 _ 33.7 �- 77--- 0.1 165.1 25 3.3 !� 1'A 1.660 0.88 0.3 6 6,625 1.00 6.1 nny32 42.4 _ 22 01 DN150 _1Fi;_3 25 2:8 11.6--- - 1.900 0.II8 US -8 8.625 1.19 13.1 DN4_0_ 48.3 i 22 0.2 ! DN200 219.1 30 5.9 --- - -- 2 2.375 0.88 0.6 10 10.750 1.25 21.0 1 DN50 60.3 _ 22_ 0.3 _ DN2S0 273.0 32 9.5_ r --11/2 2.875 0.88 1.0 12 12.750 1.25 I 35.6 16.2 3.000 I 0.88 1.2 142 14.000 9.50(s) DN65 I 76.1 I 22 0.5 DN350 355.6 241 3 3.500 0.88 1.2 162 I 16.000 10.00(s) + DN80 88.9 22 0.5 DN400 1 406.4 254 31A 4.000 ,_ Y, 0.88 2.5 182 18.000 11.00(s) + DN90 101.6 22 1.1 DN450 1 457.0__ _279 4.250 1.00 2.3 202 20.000 12.00(s) + _108.0 25 1.0 DN500 508.0 _ 305 4 4.500 1.00 2.5 242 24.000 13.50(s) + DN100 114.3 25 1.1 DN600 _ 610.0- - 343 �- - 5.250 1.00 4.5 For AGS fitting information,see publication 20.05 133.0 25 2.0 14-60 5.500 1.00 4.5 DN350-DN 1500 AGS. DN125 I 139.7 25 2.0 5 5.563 1.00 4.6 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). 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 r E to E-•I E to E-y I•- E to E-•I r- E to E-•{ I� E to E E to E - I 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 Actual Approx. Approx. Approx. Approx. Outside Weight Weight Weight Weight i Nominal Diameter E to E (Each) E to E (Each) E to E (Each) E to E (Each) j inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 3/4 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 i 1.5 102- 2.2 11/2 1.900 4.00 3.5 4.00 3.9 4.00 6.9 DN40 48.3 102 1.6 102 1.8 102 3.1 2 2.375 4.00 5.5 4.00 6.0 4.00 8.2 2.50 5.3 DN50 1 60.3 102 2.5 102 2.7 102 3.7 64 2.4 21/2 2.875 4.00 8.0 4.00 9.9 4.00 11.9 73.0 102 3.6 102 4.5 102_ 5.4 3.000 _ _ _ _ _ _ 2.50 6.5 DN65 76.1 64 1.9 3 3.500 4.00 9.5 4.00 11.7 4.00 16.5 2.50 8.2 DN80 88.9 102 4.3 102 5.3 1 102 7.5 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 6.8 102 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 45 5 5.563 6.00 21.5 6.00 21.3 6.00 35.3 141.3 152 9.8 152 9.7 I 152 16.0 5.500 _ _ _ _ _ _ 2.75 16.3 DN125 139.7 70 7.4 6 f 6.625 6.00 26.5 6.00 27.5 6.0040, 47.5 2.75 16.3 DN150 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 1 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 _ _ 18.6 203 I 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 + victaulic.com 4.11 DIMENSIONS (Continued) Flanged Adapter Nipple No. 41 ANSI Class 125 No. 45F ANSI Class 15(1 Flat Far.P 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 r EtoE r- EtoII N— EtoE—I r- EtoE-� �- EtoE-ry �EtoE0 D P P I-D 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. 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 I inches I inches lb inches lb inches lb inches lb , DIM mm mm kg mm kg mm kg I mm kg �202 20.000 8.00 _ 8.00 8.00 DN500 508.0 203 203 + 203 + - l 142 1.4 Oor) q no 1&00 --- - - - - DN600 610.0 203 203 14-60 For AGS fitting information, publication 20.05 DN350-DN1500 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 +Contact Victaulic for details NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). �l victaulic.com 4.12 DIMENSIONS Swaged Nipple No. 53 Grv. x Grv. No. 54 Grv. x Thd. No. 55 Thd. x Grv. I(.�toE-�y EtoE-y EtoE-�(L> I� EtoE- EtoE �- EtoE [': j dlll 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 mm kg DN mm kg 2 1 6.50 2.0 5 2 11.00 11.5 DN50 x DN25 j 165 0.9 i X DN50 - 279 l 5.22 11/4 6.50 2.0 3 11.00 11.3 DN32 165 0.9 I DN80 279 5.1 11/2 I 6.50 2.0 4 11.00 11.5 DN40 165 0.9 DN100 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 11/2 7.00 3.0 11/2 12.00 17.2 DN40 178 1.4 DN40 305 7.8 2 7.00 3.0 2 12.00 17.4 DN50 178 1.4 DN50 305 7.9 3 1 8.00 4.5 21/2 12.00 17.4 DN80 x DN25 203 2.0 305 7.9 1'A 8.00 4.5 3 12.00 17.4 DN32 203 2.0 DN80 305 7.9 11/2 8.00 4.5 31/2 12.00 17.4 DN40 a, 203 2.0 DN90 305 7.9 2 8.00 4.5 4 12.00 17.5 DN50 203 2.0 DN100 305 7.9 21h 8.00 4.5 41/2 12.00 17.5 203 2.0 305 7.9 31/2 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 20.0 DN100 x DN25 229_ 3.4 DN200 x DN150 + 9.1 - 1'/4A 00- - - 9. 7.5 17 00 3.4 (s)=Carbon Steel Direct Roll Groove(OGS) 11/2 9.00 7.5 (sw)=Carbon Steel Segmentally Welded _ DN40 229 3.4 +Contact Victaulic for details 2 i 9.00 7.5 NOTE DN50 229 I 3.4 All fittings are ductile iron unless otherwise noted with an(sw)or(s). } 21/2 9.00 7.5 229 I 3.4 3 9.00 7.5 DN80 229 3.4 31/z 9.00 7.5 DN90 229 3.4 victaulic.com 4.13 DIMENSIONS 4.14 DIMENSIONS Female Threaded Adapter Hose Nipple No. 80 No. 48 EtoE r -EtoE-'�f M No.48 No.80 - Size No.48 Hose Nipple(s) Size No.80 Female Threaded Adapter Approx. Actual Approx. Actual Outside Weight Outside Weight Nominal Diameter E to E (Each) Nominal Diameter E to E (Each) inches inches inches lb inches 1_ inches inches lb DN I- min - Mal kg DN 1 MITI kg 3/, 1.050 3.12 0.3 'A 1.050 2.00 ' 1.0 ( ON20 26.9 79 0.l _ DN20 2_6.9 f 51 0.5 1 13i5 3 38 0.4 1 1.315 2.06 1.0 DN25 _33.7 86 01 DN25 1 33.7 L- 52 OS -- 1 v, 1.660 - 3.88 1 0.6 11/4 1.660+2'31 31 (sw) 1.5 DN32 42.4 98 0.3DN32 42.459 0.7J j 1'/2 1.900 3.88 0.811/2 1.900 (sw) 1.5 DN40 48.3 98 0.4DN40 48.359 0.7 1._�. ___, � _- 2 2.375 4.50 1.1 2 _2.375 2.50 1.4 DN50 60.3 114 0.5 DN50 60.3 64 0.6 216 1 2.875 5.18 2.0 n _ - 73.0 70- 0.7 i `--3 3.500 5.75 - 3.2 -� 3 - 3.500 2.75 2.9- j DN80 88.9- 1 - 146 1.5 -I DN80 88.9 70 1.3- 4 - 4.500 7.00 4.9 4 4.500 3.25 4.5 -_DN100^ 1 114.3 178 - 2.2 DN100 114.3 83 2.0 5 5.563 8.7.5 &0 141.3 222 3_6 (s)=Carbon Steel Direct Roll Groove(OGS) - - r-' (sw)=Carbon Steel Segmentally Welded 6 it 6 68.3 -�25 1 14.3 DN150 I 257 257 _6.5 NOTES 8 8.625 , 11.88 l 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 14.50 62.0 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). I victaulic.com 4.15 DIMENSIONS Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric to EIITI.- 1�E to E� 14 E to E� �E to E �`to El �E to E N-E to E� Is-E to E I ff-:� I E:ld I E�� -- P� 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 Ib inches lb DIN mm kg I mm kg I DN mm kg mm kg 11/4 3/a 1.9 _ _ 11/4 4.6 _ DN32 x DN20 + 0.9 �- DN32_i + 2.1 > 1 - 1.9 11/2 I 3.00(sw) 2.6 10.00(sw) 8.1 1 DN25 I + 0.9 DN40 76 1.2 254 _3.7_ 1 V2 3/a 1.4 _ _ 2 3.00 2.4 4.00 3.3 i DN40 x DN20 + 0.6 DN50 76 1.1 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 _ 76 1.2 102 1.5 11/4 2.50 1.0 _ _ 3 I 3.00 I 3.2 4.00 3.5 DN32 64 0.5 DN80 i 76 _ 1.4 102 1.6 2 3/4 2.50 0.9 9.00(sw) 2.0 31/2 I 3.00 2.9 10.00(sw) 8.0 DN50 x DN20_ 64 0.3 229 _ 0.9 DN90 . 76 1.3 254 3.6 1 2.50 0.7 9.00(sw)) 2.3 I 5 2 11.00(sw) 9.0 11.00(sw) 5.2 DN25 64 _0.3 229 1.0 x DN50 279 4.1 279 2.4 11/a 2.50 1.2 9.00(sw) 4.6 21/2 4.00 4.3 11.00(sw) 10.8 DN32 64 0.5 t 229 2.1 102 2.0 279 4.9 11/2 2.50 1.0 I 3.50 1.1 3 4.00 5.5 11.00(sw) 11.1 DN401 64 0.5 89 0.5 DN80 102 2.5 279 5.0 21/2 3/a 1.3 3.3 4 3.50 4.3 5.00 12.0 x DN20 + 0.6 + 1.5 DN100 89 1.9 127 5.4 1 2.50 1.1 9.50 3.5 6 1 4.00 5.0 11.50(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 f DN32 89 1.5 89 0.6 DN40 + 2.5 i + + 11/2 2.50 3.6 9.50(sw) 3.7 2 4.00 6.6 11.50(sw) 14.5 DN40 64 1.6 241 1.7 DN50 102 3.0 292 6.6 2 2.50 3.9 3.50 4.3 21/2 4.00 6.4 11.50(sw) 14.2 DN50 64 1.8 89 2.0 102 2.9 292 6.4 3 3/ 1.5 4.5 I 3 4.00 6.4 5.50 15.0 DN80 x DN20 + 0.7 + 2.0 I DN80 102 1 2.9 140 6.8 1 2.50 1.3 9.50(sw) 4.8 4 4.00 6.5 5.50 1 17.0 DN25 64 0.6 241 2.2 I DN100- 102 2.9 140 �7.7 11/4 2.50 1.4 5.50 17.0 1 DN32.11 I 64 0.6 + k 2.2 I 4.8 5 4.00 6.4 102 2.9 140 7.7 11/2 T 2.50 5.1 9.50(sw) I 5.1 8 21/2 16.00 7.9 12.00(sw) 26.1 DN40 64 2.3 241 f 2.3 DN200 x 406 3.6 305 11.8 2 2.50 1.6 I 3.50 6.0 3 5.00 9.3 12.00(sw) 22.0 DN50 64 0.7-1 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 I DN100 127 4.8 305 10.4 DN65_, 2.50 '0 I 1 I _ _ I 5 5.00 11.6 12.00(sw) 23.0 117 S7 ;ns ina victaulic.com 4.15 DIMENSIONS (Continued) Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric E E I'toE `1.E" �EtoE� �EtoE-01 iFEtoE s . EtoE 1-EtoE� EtoI 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 mm kg i DN.___.­.. mm kg mm kg 10 4 6.00 19.7 13.00(sw) 32.0 202 10 20,00 110.0 20.00 17i.0 nnf2cn x nnflnni 152 u9 g3n 14.5 f_7N5ti) X DN250 50S 49-9 S08 80.3 5 33.0 34.6 i 12 20.00 120.0 20.00 120.0 15.0 * 15.: DN300 508 1_ 54.4 508 54.4 II G 6.00 20.0 13.00(sw) 36.9 14 20.00 149.0 20.00 149.0 f DN150i 152 ' 9.1 330 16.7 DN350 508 67.9 508 67.9 8 6.00 22.0 7.00 21.6 I 16 20.00 120.0 20.00 120.0 UN4u0 soa 54.4 508 54.4 12 4 44.0 14.00(sw) 48.0 18 20.00 136.0 20.00 136.0 DN300 X DN100 + 20.0 356 21.8 DN450 _508_ 61.7 508 61.7 6 7.00 24.6 14.00(sw) 50.0 242 10 20.00 142.0 20.00 142.0 DN150 178 11.2 356 22.7 DN600 X DN250 508 _64.4_ 508 64.4 8 7.00 52.0 14.00(sw) 53.5 12 20.00 150.0 I 20.00 150.0 DN200 178 23.6 356 24.3 DN300 508 68.0 508 68.0 10 7.00 39.0 14.00(sw) 57.0 14 20.00 162.0 20.00 162.0 DN250 178 17.7 356 25.9 DN350 508 73.5 508 73.5 142 X 6 13.00 65.0 13.00 60.0 1 16 20.00 162.0 20.00 162.0 DN350 DN150 330 29.5 _330 27.2� DN400 508 73.5 508 73.5 8 13.00 65.0 13.00 60.0 18 20.00 162.0 20.00 162.0 DN200 330 29.5 330 27.2 j DN450 508 73.5 508 73.5 10 13.00 66.0 13.00 65.0 20 20.00 151.0 20.00 190.0 DN250I 330 I 29.9 330 29.5 DN500 508 68.5 508 86.2 12 13.00 68.0 13.00 66.0 For AGS fitting information,see publication 20.05 DN300 330 30.8 330 29.9 14-60 162 8 14.00 73.0 14.00 73.0 DN350-DN 1500 AGS DN400 X DN200 356 33.1 355 33.1 10 14.00 73.0 14.00 73.0 z 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 41.3 NOTES 12 15.00 91.0 15.00 91.0 • Available with male threaded small end No.52. DN300 381 41.3 381 41.3 • Cast fitting available for JIS size.Contact Victaulic for details. 14 15.00 91.0 I 15.00 I 91.0 • Steel eccentric reducers available through 30"/DN750,contact Victaulic DN350 I 381 41.3 381 I 41.3 for dimensions. 16 15.00 91.0 15.00 91.0 • All fittings are ductile iron unless otherwise noted with an(sw)or(s). _DN400 381 _ 41.3 381 41.3 j For 14"/DN350 and larger roll grooved systems,Victaulic offers the ­..----1 1.....11..C..-I......t-1 C....-..:­..,,...J _(-.i...-........ victaulic.com 4.16 DIMENSIONS Small Threaded Reducer No. 52 No. 52F E E E F --toE� �toF to El rtoFj r 11 I lI 11 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 I Size Small Threader Reducer Female Threaded End �-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 inches lb DN mm kg mm kg DN mm kg mm kg 11/2 x 1 2.50 0.8 _ _ 4 x 1 3.00 2.3 DN40 DN25 1 64 0.4 DN100 DN25 76 1.0 11/4 2.50� 0.9 _ 1'/2 3.00 2.7 J DN32 64 0.4 - DN40 76 1.2 2 3/4 2.50 0.9 _ 2 3.00 2.6 DN50 x DN20 64 0.4 _ _DN50TI 76 1 1.2 1 2.50 0.7 _ _ 21/2 3.00 2.6 DN25 64 0.3 I 76 1.2 _ 1 'A 2.50 1.2 - - 3 3.00 2.5 DN32 64 0.5 DN80 76 1.1 1 1/2 2.50 1.0 _ - 108.0mm x 42.4mm 76 1.3 76 1.3 DN40 64 0.5 21/2 x 1 2.50 1.1 - - 48.3mm 76 1.3 76 1.4 DN25 64 0.5 P/4 2.50(sw) 1.2 - - 60mm - - 76 1.4 DN32 64 0.5 11/2 2.50(sw) 1.3 - _ DN40 64 0.6 I - 114.3mm x 42.4mm; 76 1.3 76 1.3 r -� 2 2.50 1.4 DN50 64 0.6 48.3mm1 76 1.3 76 1.3 _ _ DN65 x DN40 64 0.8 64 0.8 60mm i 76 1.3 76 1.4 DN50 - 64 0.9 5 x DN100 + 2.0 _ 3 x 3/4 I +(sw) I '1.5 - - 133.Omm x 60mm - - 114 2.2 DN80 DN20 0.7 1 2.50 r 1.3 - -DN25 139.Omm x 60mm - - 114 2.3 - - - - 11/a 2..55 0 I 1 1.5.6 6 1 4.00 5.5 DN32 64 0.7 DN150 x DN25 102 2.5 - 1 1/2 2.50(sw) 1.5 i _ _ 2 4.00 5.7 DN40 64 0.7 DN50 102 2.6 2 2.50 l 1.5 _ _ 21/2 4.00 5.8 - --DN50 64 -0.7 I - - 102 2.6 21/2 2.50 2.4 _ - _ --3 - 4.00 - 5.8 64 1.1 ! DN80 ' 102 2.6 88.9mm x 42.4mm 64 0.9 64 0.8 D 4 +(sw) .5 48.3mm 64 0.9 64 0.9 5 +(sw) 2.0 I 1 0.9 60mm - - 64 0.9 159.Omm x 42.4mm1 114 j 2.2 144 2.5 victaulic.com 4.16 DIMENSIONS (Continued) Small Threaded Reducer No. 52 No. 52F E E r-to E+i Ito E� III 11 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 lb pN mm Icq mm kq 165.1 mm x 42.4mm' 102mm 24 102 2.9 48.3mm� 102mm 2.6 102 3.0 60mm I — 102 3.0 8 2 16.00 15 2 1/2 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). 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 221h"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 No. 100 No. 110 Outside No. 10 11/2 D Long No. 11 11/2 D Long Nominal Diameter Std.Radius Radius Std. Radius Radius Branch Run inches inches 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 DN25 33.7 0.5 0.2 1.3 0.5 2 2.375 3.5 2.5 1.8 1.1 8.5 3.5 DN50 60.3 1.1 0.8 0.5 03 2.6 1.1 3.000 4.3 _ 2.1 _ 10.8 4.3 DN65 76.1 1.3 I 0.7 I 33 _ 1.3 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 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 l 2.0 I _ 0.9 4.7 2.0 4 4.500 6.8 5.0 3.4 2.1 16.0 6.8 DN100 114.3 2.1 1.5 1.0 0.6 4.9 2.1 - - f~5�250 811 411N � 20.0.. i 8.1 r 133.0 2.5 1.2 6.2 2.5 5.500 8.5 _ 4.2 _ 21.0 8.5 DN125 139.7 2.6 1.3 6.4 2.6 5 5.563 8.5 _ I 4.2 _ 21.0 8.5 141.3 2.6 i 1.3 16.4 2.6 6.250 9. _ 4.9 259.6 11 159.0 2.9 1.5 7.6 2.9 2.9_ 6.500 9.6 _ 5.0 _ 25.0 10.0 165.1 - 2.9 1.5 7.6 3.0 6 6.625 10.0 7.5 5.0 3.0 25.0 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 33.0 13.0 DN200 219.1 4.0 3.0 2.0 1.2 10.1 4.0 10 10.750 17.0 12.0 8.3 5.0 41.0 17.0 DN250 273.0 5.2 3.7 2.5 1.5 12.5 15.2 12 12.750 ' 20.0 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.E 7.5 4.8 5.6 3.4 21.3 7.0 16 1 16.000 28.04 18.0 21.04 13.0 80.0 27.0 DN400 406.4 I 8.5 5.5 6.4 4.0 24.4 8.2 18 18.000 31.04 20.0 23.54 14.0 90.0 30.0 DN450 457.0 9.5 6.1 7.2 4.3 27.4 9.1 20 20.000 i 34.04 22.5 1 25.54 16.0 100.0 33.0 --- DN800 -- 508.0 10.4 6.9 7.8 I 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' { Fitting flow data for 14-24'YDN350-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.W11 Elbows),refer to publication 20.05. 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 Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,and the applicable building codes and related Victaulic reserves the right to change product specifications,designs and standard regulations as well as Victaulic performance,maintenance,safety,and warning equipment without notice and without incurring obligations. instructions.Nothing in this or any other document,nor any verbal recommendation, Installation advice,or opinion from any Victaulic employee,shall be deemed to alter,vary,supersede, Reference should always be made to the Victaulic installation handbook or installation or waive any provision of Victaulic Company's standard conditions of sale,installation instructions of the product you are installing.Handbooks are included with each shipment guide,or this disclaimer. of Victaulic products,providing complete installation and assembly data,and are available PROTECTIONIPS CARBON STEEL PIPE-FIRE 10.04 VICTAULIC' IS AN ISO 9 )1 CERTIFIED COMPANY Style 744 FireLock° Flange Adapter \/jC1�/L/S i with Vic-Plus"' 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 Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points fortie-rods across nonrestrained joints. Mating rubberfaced flanges, valves, etc., require the use of a FireLock Flange washer. 2-8"Sizes FireLock Flange adapters with Vic-Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the Vic-PIusTm Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic- Plus'" System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please referto the latest copy of the Victaulic Field Installation Handbook (1-100)for supplemental lubrication requirements. UL U�t: FM See Victaulic (Exaggerated for clarity) publication 10.01 for details. j DIMENSIONS Style 744 sealing Sizes 2 - 8"(50- 200 m m) Surface Dimensions Pipe Size Incheslmm Inches/millimeters Aprx. ANSI Class 125 and 150 Flange Max. Max. Actual Work End Wgt. Nominal Outside Press.* Load* No. Bolt Each Z Diameter Diameter PSI Lbs. Bolts t Size t "A" "B" Lbs. T T� In.lmm In.lmm kPa N Req'd. Inches Max. I Min. W X Y Z kg Q Q 2 2,375 175 775 2.38 3.41 6.75 6.00 4.75 0.75 2.7 A O 50 60,3 1200 3450 4 5/B X 23/4 60 87 172 152 121 19 1.2 (� X- y W 2'/2 2.875 175 1135 4 s/e X 3 2.88 3.91 7.88 7.00 5.50 0.88 4.2 178 140 22 1.9 v 3 3.500 175 1685 3.50 4.53 8.44 7.50 6.00 0.94 4.8 zO O�O 80 88,9 1200 7500 4 '/e X 3 89 115 214 191 152 24 2.2 4 4.500 175 2780 4,50 5 53 9.94 9.00 7.50 0 94 7.1 s 100 114,3 1200 11045 8 /e X 3 114 141 252 229 191 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 de formities of any type for effective free from gouges,undulations or 125 141,3 1200 18920 8 3/4 X 31/2 141 171 279 254 216 25 3.8 de sealing. 6N 6.625 175 6030 6.63 7.78 12.00 11.00 9.50 1.00 9.3 3 150 168,3 1200 26840 8 /4 X 3/2 168 198 305 279 241 25 4.2 8N 8.625 175 10219 8.63 9.94 14.63 13.50 11.75 1.13 13.9 3 200 219.1 1200 45475 8 /4 X 3/2 219 252 372 343 298 29 6,3 'Referto notes below. tTotal bolts required to be supplied by installer.Bolt sizes for conventional flange-to-flange connection.Larger bolts are required when Vic-Flange adapter is utilized with wafer-type valves. p Not available with Vic-Plus gasket system.Lubrication is required. NOTES Working Pressure and End Load are total,from all internal and external loads,based on standard weight steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1Y2[imes the figures shown. Style 744 FireLock Flange adapters provide rigidjoints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING: Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. ®REGISTERED TRADEMARK OFVICTAULIC-©COPYRIGHT 2004 VICTAULIC-PRINTED IN U.S.A. 1477 REV D Victaulic Company of America • Phone:1-800-PICK-VIC(1-800-742-5842) • Fax:610-250-8817 •e-To ail:pickvic C.victau lic.co in Victaulic Company of Canada • Phone:905-884-7444 • Fax:905-884-9774 -e-mail:viccanodac-victaulic.cam Victaulic Europe • Phone:32-9-381-1500 • Fax:32-9-380-4438•e-mail:viceuroc-victoulic.be a, Victaulic America Latina • Phone:610-559-3300• Fax:610-559-3608•e-mail:vital@victaulic.com i Cta U'i C Victaulic Asia Pacific• Phone:65-6235-3035 • Fax:65-6235-0535 • e-mail:vicapc-victaulic.com 10.04 VIC-FLANGE ADAPTER NOTES 1 The Style 744 (2 8750 200 mm) design incorporates smallteoth insidethe key shoulder l.D.to prevent rotation. z FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 FireLock Flange adapters should not be used as anchor points fortie-rods across nonrestrainedjoints, Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. s Flange Washers: FireLock Flange adapters require a smooth hard surface atthe 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,itis recommended that 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 flatflange gasket should be used adjacentto the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. s When matingto a wafervalve: where typical valves are rubberlined and partially rub herfaced (smooth or not),the Flange Washer is placed between the valve and the FireLock Flange adapter. c When mating a rubberfaced flange:the Flange Washer is placed between the FireLock Flange adapters and the rubherfaced flange. D When mating AWWA castflangesto IPS flanges:the Flange Washeris placed between two FireLock Flanges. The hinge points must be oriented approximately 90'to each other. If one flange is not a FireLock Flange adapter (e.g. flanged valve), then a standard flat flange gasket must be placed 4 fl a h I, r h a h t t h n f t the r adjacen�to IhatllanGe aril tnE F�any2 11��8�niirin�ErtE'� u2i''7�ieeli uio IanQc q�r,kt: and I � IreLC`Cl: Flange adapter. E When mating to components (valves, strainers, etc.) where the componentflange face has an insert: follow the same arrangement as in Application 1. F When mating to a Series 705-W Butterfly valve, Style 744 may only be used on one side ofthe cnnnertinn. When ordering Flange Washers,always specify product style(Style 744)and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Coating: Black enamel • Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: • Grade"ll EPDM-Type A Vic-Plus Gasket System 0 (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade "E"Type A Vic-Plus Gasket System,requiring no field lubrication for most installation conditions. A Standard gasket approved for dry pipe systemsto-40°F(-40°C).Based on*typical"pipe surface conditions,supplemental lubricant is recommended for services installed below 0°F(-18°C)and for all dry pipe systems or systems to be subjected to airlests priurto being filled with water.Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks atthe weld seams. This product shall be manufactured by Victaulic Company.All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reservesthe rightto change product specifications,designs and standard equipment without notice and witboutincurring obligations. 2 Style 744 FireLock® Flange Adapter _j STAINLESS STEEL METHOD A" GRUVLOK STAINLESS STEEL FITTINGS - TYPE 304 PRESSURE RATINGS FOR STAINLESS STEEL PIPE&FITTINGS .r 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 A Series Stainless Steel Fittings are full flow design that involve roll grooving 10"or larger stainless steel pipe or that with ends grooved to Gruvlok specifications.The A Series involves Schedule 55 stainless steel pipe. standard material is formed from Type 304 Stainless Steel. The ASeries Fittings are annealed after forming and grooving A SERIES SS FITTING PRESSURE RATINGS to provide increased corrosion resistance.Gruvlok A Series I Sizes 1'/4" 11/2" 2" 21/2" 3" 4" 1 6" M 10" 1 12" Stainless Steel 45'and 90'elbows and tees have compact center- Pressure(psi) 1500 1500 1500 1500 500 500 1400 1250 1 100 1200 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. A7060-SSO4 ❑ FIG. A7074-SSO4 90'Stainless Steel Elbow 45' Stainless Steel Elbow Stainless Steel Tees Stainless Steel Caps Type 304 Type 304 Type 304 Type 304 00 or 1i �Ie ( �a CIO CtoE FIGURE Z A705OSS FIGURE A7051SS11 1 l 90'STAINLESS STEEL ELBOWELBOW 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. In./DN(mm) In./mm Lbs./Kg In./DN(mm) Wmm LbsAg In./DN(mm) In./mm Lbs.Xg In./DN(mm) In./mm Lbs./Kg 1'A 2"/16 0.8 1'A 1'/4 0.4 1'/4 2/4 1.1 1''A 1114 0.4 32 71-44 04 32 44.45 02 _ 32 69.85 0.5 32 44.45 0.2 1 Yz 3 1.0 1'/z 1/6 0.5 1'/z 2 h6 1.3 1'/z 1'14 0.4 40 76.20 0.5 40 47.63 0.2 40 74.61 0.6 40 44.45 0.2 2 3776 1.3 2 2/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 2'/z 4/16 1.8 2/z 2'/6 0.9 2'/z 3'Y16 4.4 2'/z 2'/16 0.9 65 109.54 0.8 65 60.33 0.4 65 93.66 2.0 65 55.56 04 3 51/6 2.9 3 2 /I6 1.5 3 4 5.8 3 21/m 1.1 80 128.59 1-3 60 11.44 0.7 80 101.60 2.6 80 6509 05 4 6 h 6 4.6 4 3/16 2.4 4 41'/16 8.6 4 2'/1 6 1.5 100 160.34 27 1 100 1 84.14 1.1 100 125.41 3.9 100 74.61 0.7 6 9 11.2 6 41/2 6.0 6 61/2 18.5 6 3/6 3.1 150 22&.60 5.1 150 114.30 27 150 165.10 8.4 150 90.49 1.4 8 12 22.7 8 5/e 11.7 8 8Y6 33.4 8 4 6.6 200 304.80 10.3 200 149.23 5.3 200 204.79 15.1 200 101.60 3.0 10 15 35.3 10 7/e 17.6 10 9'/2 35.3 10 5 9.9 250 381,00 16.0 250 180.9E 8.0 250 241.30 16.0 250 121.00 4.5 12 18 56.9 12 85/e 27.6 12 11 52.7 12 1 6 15.2 300 457.20 1 25.8 1 1 300 1 219.08 12.5 1 300 279.40 239 300 152 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. PROJECTO. APPROVAL Project: ❑Approved Address: ❑Approved as noted contractor: ❑Not approved gineer: Remarks: Submittal Date: Notes 1: Notes 2: GL-6.11 Intentionally Blank . A ter- � +� Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fillings are UL &ULC_Listed& Factory Mutual Approved for 500 psi sarvito. Ductile iron per ASTM A536 Clem 545.12, Dimensions conform to ASME B 16.l A Threads are NPT per ANSI/ASME B110.1. NOTICE Duals iron frt ngs have ivghw tonnto trun9dr thvr thil of,tool ppo (hrr dote,ova holonng aan couso domago to pipe threads which may cousa Le-A Ago Own)*iron f.mn.s,h.,uld�t"JHWwd rives turre twryom Mni h94,but ro mare than w nw t APPROVED For UntirrVAppmal V#U110 Aartl lr1A Ilnlrarsd Mix.Working Dll0lxsbu Approx. aid L1mMarbnavlallottYh68rla NominstSh. Mxn6rr Nmrlrrr Vrassxre' A 1W,[aslr wwwwrifthtuemorgood 40 AmtirlArrrlislar BabsAsprimitalh+a. >n(04 elf 1111 k fmml k taw 1h Q I 941t44d i DMO33 wo !Su 1.5o 4,62 A vq1G 0," lK 84MWI7 PM044 1.75 1.75 QS�A f�tS :6< CJdI 1'4 34tt9r 1070 MOM W 1,94 1194 1120 r Jr r!b Lil1 � 2 84 Q30 ("W4 5M 22S 2.25 1,95 i r' Ala UL,tIIC&N hossure Rating. For addmonal listiirigrs otmi aF+Frovalt,so*the w--6,A data sechan 8PF Cost&Ductile Iron Fitringo vimm.anviktar.own ��IL7ll�i7f!� ■ � A-N-VtO Fit Meal,nY(1ve0n M Mn1 Yin F/—P! r: Ductile MATERIAL SPECIFICATION n , Q lur- ,.uc,ile iroir�reude ItFici.3s ara 111. .. � .,... Factory Mulual Approved for 500 psi eel Ductile iron per ASTM A536 Class 6545.1 Dimensions conform to ASME B 16.1 A Threads are NPT per ANSI/ASME B 1.20.1 NOTKE LV dilo iron 44linar have h;gher t4n04 erenglh than ppe Uw*fcra,o+tr h9ft* ttg con cs,tedamage to p"tl:•. may acute leolcago WOO tton ken9t thould bo t,gker.rf dv beyond hand ugh,but ev,trgte Aran four itxng©<0 APPROVE0 For Lill WAPptowl A Artrll item IfrMurrl W a.Workb DI r1N: ex. and Untetallorte vifitour' N OWN 11$itr Nnm6u Nrmbrr Prrrt•re• k � Wu lyd �w *Ma►co ARVOYAMUW"SAN map ib(No Psrt�► m r� �� ii��� 1 840002133 11Bl.a 3 51D 1 12 1 J 2 0,4! I� NIttUGild1 nPASwN r`i 1,29 1,29 0.73 .SS 8l0021SE DBSF'+S; 90 1,d3 1,+13 0,92 1�,• ? RM 2166 ON V4 gala 160 14 130 A ' Eli Ut,W 8 FM Drotwre Ratings Fat oddiiior►al by ngt and oppraval€,€eethe ledvnicol dim to hon ��A■ . , • : , /�WCStar- Fire Products Division of Anvil'International SPF/ANVIL' Ductile Iron Submittal Sheet lop 0' ELBOW Nominal Anvil Item Universal Max. Dimensions Approx. Size Number Number Working Pressure Each Pressure A B In.(mm) PSI Ma) In.(mm) In.(mm) Lbs.(kg) 1 x/2 840001036 DB90031 500 1.26 1.36 0.44 t�B-. 25x)5 3450 32,00 34.54 0.20 1 x 3/4 840001044 DB90032 500 1.37 1.45 0.52 25 x 20 3450 34 79 36-83 024 1'A x'h 840001051 DB90041 500 1.34 1.53 0.64 31 x)5 34550 34 3 029 A �, 1114 x 3/4 840001069 DB90042 500 1.45 1.62.62 0.7212 32 x 20 1 3450 36 83 4114 0.33 1114 x 1 840001077 DB90043 500 L58 1.67 0.75 32 x 25 3450 40.13 1 42.41 034 1'12 xl 840001085 DB90053 500 1.65 1.80 0.92 40 x 25 3450 4)91 4572 042 1'12 x 1114 840001093 OB90054 500 1.82 1.88 1.08 40 x 31 3450 46.22 47.75 049 2 x 1/2 840001101 DB90061 500 1.49 1.88 1.08 SO 15 3450 37.84 1 4175 0.49 2 x 3/4 840001119 OB90062 500 1.60 1.97 1.24 50 x 20 3450 40.64 5003 0.56 2 x 1 840001127 OB90063 500 1.73 2.02 1.40 50 x 25 1 3450 43 94 5730 0.64 2 x 1114 840001135 OB90064 500 1.90 2.10 1.52 50 x 32 3450 1 48.26 1 53,34 0.70 2 x 11/2 840001143 DB90065 500 1 2.02 1 2.16 1.65 50 x 40 34SO 5130 54.B6 0,75 MATERIAL SPECIFICATIOMS Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME B16.3 Class 150. Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B 1.20.1 . Pm Ductile iron p er ASTM A536 Class 65-45-12. Ming/Ao For Listing Approval NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe.Therefore,over tightening con cause damage to pipe threads which may cause leakage.Ductile details contact your g g g e t g g g p P y g AnvilStarTM Representative. iron fittings should be tightened three turns beyond hand tight,but no more than four turns. PROJECTI' 1 APPROVAL Project: Date: Phone: Architect/Engineer: Contractor: Address: gates 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 I ■ � r ■ caw om�tY rS�rlM N IVvi M'wmetOnM �i*rrvl� Ductile Ivor MATERIAL SPECIFICATIONS Ductile Iron threaded fittings are Ul & ULC listed 8 Factory Mulual Approved for 500 psi service. Duclle iron per ASTM A536 Class 65,45.12, Dimensions conform toASME B16.14 Threads are NPT per ANWASME B1.20,1. NOTICE Cumle iron bangshwohglhertonvittreno*won 11Wof%I: Ff4 uwefue,over figheaning can cote domop b Pipe IMoodt whch 1 0 moy wute leakage.Doo-le iron fo t thoul4 be t�gMxrwd throe kXn btraoll hoed fight.but no rmre Mn lour turno APPROVED STRAIGHT TEE For tiring/Approval Wlalla Awlllfam 110fdrarl mat.Workl Olme0160et Approc. t wdUndlatlonavbfrowWbb81b Nwril°�I5811 fltnllher Nambrr PM1010' A B W1.ferb w*wrft9w Qrc4111iG1An AnvIF'/AnvliStar"Saln Il�rarddlvt it fmml Il1w 1r.{arall h bw !la Net 1 W003164 W33 son 1.50 IM 0.85 ;i 4 . il VA 540003172 81444 wo 1.15 1.75 1.77 B • II ; 1% 810003100 111555 100 194 19f 1 1140003148 P1666 goo ,<• 7,79 as A -�:+ A -.. Lt,LPLC&HA Presturtkohnar For adjdiortal l a"I and approvtdl,sex the ledrlco lcea tnaon f3PF Coat&Ductile Iran Fitttir" wrm.envilner.aom ®� ANULSter- rn Prau4te ta~ArAtrx tnae,t" Ductile Iran MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL &ULC Listed& C Factory Mutual Approved for 500 psi service. Ductile iron per ASTM A536 Class 65.45-12, Dimensions conform to ASME 816.14 �.-q-✓. g-.I Threads are NPT per ANSI/ASME 91.20.1, NOTICE Duotle rtVn Fevngs Imre irgher horde trenVtlt Shan tlatd stool 'UL,I ki:&I'M 0rasnrre Ratings ppa Ihadorl,over tiovering can cause damage ro pipe*reads vAch Pcr nddBlrx al Lugo ar il alSprx vaFa;sea the taxFuucal dale anion may eova kokag!Ducaloin(dot shovld b!6skvad droe turn PIM hsn3 tigk,but r»rw#fion I_..v turrti REDUCING TEE For LlstinplApprovA Dllalle S and LIm1tatbiss vklt our Wsb Site ISR, Att.Ilhern UnlfcrssI RAz Olnxnioes prop widow.anvaintl,eomofeontaetan APPROVED NomleelSkr Rrtrbsr Hsrn6sr Waking AnvII"/AmHStar"SaMsPapreesrtstive. Nnvi, A B .Eaek is,dwAl P511W (AW la(mm (eat,' &00 REDUCING IsYrs I Q4RraA196 01313 74 1 w I SD 61 1Lrft DlmrusloMs AMr0l4otn Untvsrsrl prott. Nmilei Stir Y7erkisg Ix Gt H4OCIA704 D1313 I,50 1, 1511 0.73I 111rtteblr N�aA4r Pressure' B •Iotk , :� 1 x 1 x% 94MA212 0331 9)0 i 2& 1.36 011 (o{ma►i P5J f b ram'1'a form Ib r Ux d 1 x 1 1 < U4L'O IM 01332 SAO 1.3? 131 1,15 034 K r 1'A 1 2 BJIM036 D1546 $00 716 1,10 2 U2 1 W s >t 4i a4wAfim Dim Su0 161 1,67 150 09n 14'r I B4(wi444 U1551 500 1.41 1.7� 1,16 7, vl?SX' i/v 4. el IN } x .a Hlwsl744 0133 R� 104 i IISs lifxlG :31uuLHtii3i ®S 7 90 2 32 115 1."r1 Axlxh 94 17S3 D1431 %1) �1.34 Ltd 1..3 !Irl IAYIX%i 949�446P DT3q 5uo 1.65 7,65 1.Bu 1' 1 A x I x'h 04%4261 01432 500 JA5 131 162 0,90 I%x l%x l% 84OW401 77 S4 S00 182 It 0 -1.4 11411 x 1 R4iXM219 D1431 SRR 1.58�E 1`A 167 1.0 1A s IN x 2 >sl DOD$ D5 ' 00 1.14 2.16 7.07 1.99 215 x 1 1'4 041]Wjjj 0 434 ;+]R 1.75 1.61I.IS 1013 1117 BI[pUM V1E.1'6 500 ns2.2 s 1 x I'd 94OW05 01435 1 Ho 1.8U 72 11 5M R44t>IIM 51646 500 1. U Y 15 L_32 1N,x Nix M 840904303 D1441 W 134 134 • 53 (Q,k !U. ..: MOWN DT651 500 1A91.41 1.08 1,50 I'Ax1%x% 840.4311 10447 $00 1,0 1.411 1.62 211 41% 84010i5ii Ui63i $00 1 2 1.97 1 w K t P4 s I 041JVA3N 111443 r4R I- 1_6 u; 11 1111 H4mii3S R1653 500 1.13 1.65 r of 1h1 IAx F.,IY, 945R433i ui44i J1lP 7im 7W I. 2 1.45 t s H19 J45l3 BI&S4 500 1,70 LH2 2 1U 1,30 s}Y+x2 84 434Y D1446 w0 1_l0 2.10 V94 135 2xl%zlli 91W101550 DTW 500 102 1,41l 21& 7-00 I� -'+ ,1 i°C') !'� ST"•" tlr .i Jt ,f¢I 1" :I IS z 1 x 1S ROOM, DI4:11 JAI 134 1.66 05 70A.0 84V,04568 D1656 500 2,75 216 2.75 2 x 1 t% 0u a4360 Oi332 `U4 132 137 - 15 1.14 2s r N 01txUn4516 D 661 $00 1.49 J1r B b1 x l 1 H4Msla 51531 ,R13 US ,uo . Ot Mt 2X x!4 tslClik+i"i 75=7 u 77 7.60 77r bu )x it 77 x i s Ik 1140vaisa6 uis34 soli TO 17 10 IA14 i41,111 B4€ ti591 Il&s3 °,Ou 11I3 1.73 3.02 1.A s1s�1% 84W,4�4 Dii33 w9 o � i .94 M r,'is % BIM600 01664 500 IN IN 2Ja TO u � IY11 4i4 94W,4407 01541 900 vo 1.34 1.66 1A15 712sIli 840iYu161B 9T665 500 297 2.02 2.16 219 s7 Ulm I'IA W. oY4" jj 0w Y.Sit iix>ti 844tH113441D p1542 1H1 s r21Y Lr66I 50D 2-6ei .60 9 s-6 I'.4 x_�r H4mi-M 51543 ,OO b 0 2%x P s!G DI 16:1 500 4 60 L52 8PF Cost 6 Ductile Iron Fitbnpo wmm.anvillitar.com 6)AWN � � f1r atee:reu r9dtntt dlieo trtrtntattertr Ductile 1mr MATEPIAL SPECIFICATIONS Ductile iron threaded fillings ore Ul &UlC listed Foctory Mulual Approved for 500psi service_ DuclAe iron per ASTM A536 Mass 65-A5.12- Dimensions conform to AS PIE 616,14 Threads are 1dPT per ANSVASME B1 ,M I NOW Dwib iron Iramg:ht"6yha ran ila orongth than lhal09 suit opa Thorok<o,ova tghtoninq apn coi a rbmatp to W W th rood:rAri�h mpymu:azd bokiTp (hcnla itpn hnngi:1ould kn nq!,t:t,d 16rap turns bn/oocl tgh1,bvt no m,ra Can k•ir twm @Is 1>9 APPROVED fir UntlnW)4ipttrra1 Ankh, Aelt111Na ICriMenel x.1Na1 A�r srdUmihlansvtdImic Web 9b Maltlwsla Ne!lt6er Notr6er Irerere' �Itfflttdoas Wf:Eedt lJaltM'IN pr nW06comarcftdan It ht thtNl PA dtAd k dial h�pqr Ju&�Ai I z I z IY+ 114Dt ?38 D1331 5OO I.bl L6J 1,58 O.YI }K I z 114 81IM246 DT3z %Q 1.00 16S 114 A Mir zl1E 10104245 1.90 t R 1-42 V b 7a1 t'-- ilix t4zKM37 D1445 138 i Be 1,02 i14t il5z 2 OtOW43tS D446 m 2.10 2.10 1 4u I)s 114c IYta? 010"116 D}546 0 116 210 2.X 1.90 IKa 11✓sa2 t1t wes DTss6 Silo 2.16 116 2.02 TIM ST:�� �a7 For a 0tw al h oings oW oppwvdr,,i;o*6 ttich nkJ[iota radiate t3PFCost&Dectib Imn FiAhngs wimimarwilstaf:00rfl • AjWLStar- rnpra"16 Oidyfen orina htenMa" Ductile Iron SPECIFICATIONSMATERIAL 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 B 1&.14 Threads are NPT per ANSI/ASME 81.20.1. NOT k E Duok non htngs have lvq aw tensile prengtl.than tholof ueel F.pe lherefae,ovoth9hla+ng can"use damage so pipe lkwdtwhich may causekthage Duulle.ton 6tttngs tflould be tigherwd Owes arnt beyond hord 09h,but no more itan fow su m+ COUPLING APPROVED For Ustlnptppprtwal aald Nomle�i She AM hem Urlrerad Dime.liotls Am 1. and Li viiiiions Oilt mt►our W1 obSil Nember Ntlmher A t.t�rft Amll°fAtwllSt+r'beYaRtptrwl�atiw. to Gm1W1 iA(Ad 1k.Q 1 8400J41692 W033 10 0 40 114 840008700 DQ044 1.93 0,57 -C t 19 B400718 DQ055 2,15 "5 2 04MI26 DQ066 2,53 1,15 t Sa 63) ,2 I Foradditicnal listings and appravds,soeIho wW-ml data so0ion ti�1R A WOL Ask• ANKALStar- Class 300 Union Fire Products Division of Anvil`International Malleable iron Unioi s S. U1I11U}VQ"I1 IIGG4 Copper or Copper Alloy to Iror UL FM LC APPROVED For Listing/Approval details contact your AnvilStarTM Representative. 459 CLASS- FIGURE 300-UNIOIY 3001b. wsp, 6001h Size End to End Weight block galy. NPS/DN in./mm Ibs./kg lbs./kg 4 41/s 18 18 100 124 7.9 8.1 1/8 15/16 0.14 0.14 6 33 0.06 0.06 /4 113/16 0.47 0.48 8 47 0.21 0.22 1/8 113/16 0.43 0.44 10 47 5.2 0.2 1/2 21/16 0.53 0.55 15 52 0.24 0-25 3/4 2/4 0.8 0.82 20 57 0.36 0-37 1 2 V1 6 1.3 1.3 15 65 0.58 0S9 11/4 23/4 1.6 1.7 32 70 0J4 -J8 1112 3 2.i 2.2 76 i 1 2 33/B 3.5 3.5 �1. 8:5 1 6 L6 21/2 37/8 5 5.5 f,5 2E 7.3 2.5 3 41/4 7.7 7.7 8,0 109 3.5 Usled 'POA MATERIAL + Anvil Class 300 XS/XH fittings conform to American National sizes 1/4 to 4 NIPS (8 to 100 DN), are included in the "List of Standard ASME B16.3 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). 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 AnvilStar Web site for the most current Listings and approvals PROJECT1 ' 1 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, REV.03,03.06-0051 go to www.anvilstar.com or contact your local AnvilStar representative s ■ A-N-V*LEM w.vsoa,de ornreq et PAW lnee Ductile SPECIFICATIONMATERIAL Ductile iron threaded fittings are UL& ULC Factory Mutual Approved for 500 psi ser Due-tile iron per ASTM A536 Class 65,45-1 Dimensions conform to ASME B 16.14 Threads are WT per ANSI/ASME 91.20.1 NOTKI Noplo iron fromgs have higher tentilestrongth1%on pfo Thwefore,over hghssning can cowedomago t>pipe thn .oy osuse leokoge Woole iron fnngs should be hghserstd thr beyond hand right,but no rn>ro shon lour Iwro Qosfi � e APPROVED Fa LWWyhPPro"I p Asull ham Ifekrral 16L Werkle plmrtrsto.a psott. and llsrMkit■itbirowI N0"'6►►ice► N.mber N�mb►r Ins:er►• q Wt.f►ci wttrw.otrrphrllot>irraao A YNe1lny16W'babe Mop h.(MW paw h fiMW Lk 1 80005615 DCP003 500 1,16 0132 ?.s;,l eIp$3 0i5 1% M05623 DON04 9DO 1,20 0.43 1% W05631 Dc"05 500 1.33 0.60 2 84000560 DO1006 500 1,45 0.91 1 •U,kkc&FMProwureFtdings For adddionol littingt and opproyMs,see the ledsnlcaf dom sedton /-\ w 0 , ter' Fh!plerltnrN OId14tn er1leA NIleneN0i111 Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL&ULC Listed& Factory Mutual Approvt;rd for 500 psi service. Ductile iron per ASTM A536 Class 6545.12, Dimensions conform to ASME B 16.14 Threads are NPT per ANSI/ASME 91.20.1. NWKI Ovc�l��n n Feen�r Fs�+eltiglw tnt�rd9 tr�rgththmrhntaf unol ppo Ther4are,over tighrorin9 coon coos*domagoto Fop*threads which Zcovteleologe Dvolsrron Flanjr should be tighenW three tome nd horn!Ilgh,bui no w xiiihon pW NRM FAA 19 BUSHINGS APPROVED For UslIsIVApptowel Dom Ile Amid hem Jalrenel bbtNxslOtls Approx. end llm61a4io f vhltour We/Slu womb$Isae Member Meen6er A g � Spfh yTrrEi4 WWIR#ntSfl*WWotmarco,,Uctan Amlh'/Anrll®ler se Ye Repr+oettertive. *rem +�ram► t,.r�la ,r u� 1 a� R4 �11 1t4�i151131 0�`. 0:?5 =:,42 t7s�rls R2'? 1 R4060 I9 MOW W 025 1,42 7leadt U,17 B 110 1 RUAW7 M9143 AY 020 176 0aWs 0,20 �A Ili 1 R4400035 now 093 031 2.00 Q*Wt OAS rips' A„R Inside Head rz i US U,.l 1>;1 �CIt3bC.�0517 D�USH63 U$R Q41 1 V4 'io-s;du +s,b! L C_ a 1!6 R406W0b8 I�i1f54 Ub8 0 31 A 4R 0� rlt U,r3 — B r 1 �4ea°rxxlta C11�rb5 ob9 a3� 4R 4u>ids Ab1 A Outside Head v sPF�� Cast Iron - Class 125 F MATERIAL • I Cast iron threaded fittings are UL& UL and FM Approved, Cast iron per ASTM A 126. Dimensions conform to ANSI B16.4 CI Threads ore NPT per ANSI/ASME B 1, e@ IM uVE A twr b%"'O+APMVr Ow wa our weDseo Y rnw =A w'1 an MW8"s+we ■ NOMINI Site Max.Working Dimensions Approx, PressmFe. A wl.Each *L(no N cam mow th dt 300 0.94 0.10 ,5 2387 H5 V4 300 1.07 0.17 A 20 2065 2117 0.08 1 300 1.25 0.26 5 2065 3 d,75 0-13 1 A 300 1.36 0.44 32 M 34.54 OJO N 300 1.45 0,62 40 2065 36.83 0_28 2 300 1.56 091 S0 I 206S 39.62 041 •-WiAinq Preswre Rof6W ore 6 re mneo ody and bored on Sch.40 pipe For rho law UUULC,and FM preswre ratings verws pipe sclwdule,please visit omilintl.com or consocr your local Awl Representahve. Intentionally Blank BRACKETS Fig, 206 Steel Side Beam Bracket Size Range:'/8"through 5/8" Material:Carbon steel Finish:❑ Plain or❑Galvanized Service:Clip can be fastened to side of joist or wall to support hanger rod. Approvals:Complies with Federal Specification A-A-1192A(Type 34), WW-H-171-E(Type 35) and ANSI/MSS SP-69 and MSS SP-58(Type 34). UL Listed and FM Approved (steel beam only). Ordering:Specify rod size,figure number, name and finish. -►� ��T H �- IS O L 1 1 B f L FIG.206: LOAD (LBS) • WEIGHT(LBS) • DIMENSIONS (IN) Max Load Rod Size - Weight(lbs). L B Hole Size T A With With H Lag Screw Bolt to Steel % 0.44 'A 6 650 1,150 21/16 s/a 1/4 1/20.43 9/s % 850 2,000 0.84 21/2 3/4 11/s a/8 PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted contractor: ❑Not approved ngineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 PIPE RINGS =% !w! 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 ��N Approvals:Complies with Federal Specification A-A-1192A(Type 10) WW-H-171-t(Type 10),ANSI/MSS SP-69 and MSS SP-58(Type 10). UL Listed and FM Approved(Sizes 3/4"-8") Features: • I hreads 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. A Metric nut available upon request.Non-captured nut also available upon request. fq e �i r I 1'/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 2'/B 2 19/6 % 0.10 2S/4 1`/B 1 6/6 1 300 0.10 2B/16 1"/6 1 11/4 0.10 25/B 1% 1/811/2 0.10 % 21/4 17/8 2 0.11 3'/4 2% 11/8 2'/2 525 0.20 4 2% 16/6 3 0.20 313/s 215/6 13/,6 4 650 0.30 4"/s 1 31/16 1 B/s 5 0.54 56/s 4% 6 1,000 0.65 '/2 611/16 5'/16 21/4 8 1.00 8 7 211/1 6 Note:Reflects changes in rod diameter from previously published data per recent revisions in MSS-SP-58&69 PnOdECTINFonMATION APPROVAL Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 f � BEAM CLAMPS ;,&M/I L Fig. 92 Universal C-type Clamp (Standard Throat) Size Range:3/8 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--r C F Or Specify rod size,figure number, name of clamp and finish. } ATLEASTONE I~ --i� G FULL THREAD OF ROD MUST BE EXPOSED -.� �..... BODY CASTING �\ I Fz JAM-NUT ~A SET SCREW 1" =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 3/8 1/2 1/2 1/2 950 760 0.63 13/8 113/16 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: HANGER RODS &NVI.L pig. 146 Continuous Threaded Rod � Size Range: 1/4"through 11/2" 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: ❑ Plain or❑ Galvanized. Maximum Temperature: 650'F. Ordering: Specify rod diameter and length,figure number, name and finish. LLength +j ,M MUM OEM MIMMAM", Fig.146:Loads(Ibs)*Weights(Ibs) Dimensions(in) n Rod Max Load _ Weight Size A 650'F per Ft. 240 0.12 730 0.30 1,350 0.53 5/6 2,160 0.84 .20 7/s 4,480 1.70 1 5,900 2.30 1 t/4 9,500 3.60 1 1/2 13,800 Note: Other rod sizes available upon request. (Class 2 fit is available upon request. Pipe Hanger Submittal Sheet Project: Architech /Engineer: . C Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: p CLEVIS HANGERS Fig. 260 Adjustable Clevis Hanger Size Range:'/2"through 30" Material:Carbon steel Finish:❑ Plain or❑Galvanized,also available❑ plastic or❑ epoxy coated Service:Recommended for the suspension of stationary pipe lines. Maximum Temperature:Plain 650'F,Galvanized and Epoxy 450'F c� Approvals:Complies with Federal Specification A-A-1192A(Type 1), WW-H-171-E(Type 1), ANSI/MSS SP-69 and MSS SP-58(Type 1).UL,ULC Listed and FM Approved(Sizes'/4'through 8"). Installation:Hanger load nut above clevis must be tightened securely to assure proper hanger performance. Adjustment:Vertical adjustment without removing pipe may be made from'/8"through 5'/8'; varying with the size of clevis.Tighten upper nut after adjustment. Features: • Design has yoke on outside of lower U-strap so yoke cannot slide toward center of bolt,thus bending of bolt is minimized. • Sizes 5"and up have rod and two nuts instead of bolt and nut;thread length on clevis rod is such that the thread locks the nuts in place,and threads are not in shear plane. Ordering:Specify pipe size,figure number,name and finish. FIG. 260: LOADS (LBS) WEIGHTS (LBS) • DIMENSIONS (IN) Notes:Punched forming holes may be pipe Max Span Rod Rod Take Adjust. present on certain sizes of this clevis Size Load Ft. Weight Size A B C Out E F G hanger.These holes are solely for the 1/2 0.34 23/6 1'/2 /a purpose of manufacturing,and do not 8 610 2"/ 16 6 0.34 2 6 6 effect the structural integrity or load 1 7* 0.35 26/16 3 1% /6 carrying capacities of these hangers.For 1'/a 0.40 % 2% 3'/a 1"/16 'A insulated line options without shields, 1'/2 730 9* 0.45 213/6 313/6 2% '/8 see Figures 260 ISS and Figure 300.For 2 10* 0.50 35A6 41h 2% 11/8 insulated line options with shields,see 2'/2 11* 0.65 41A6 51/2 33/16 1'A6 Figures 167 and 168.For ductile iron pipe 3 1,350 12* 0.85 '/2 43/4 6'/2 41/16 1% % sizes,see Figure 590. 3'/2 13* 1.10 51A6 TA 1 43/16 113/16 Caution:When an oversize clevis is used, 4 14* 1.51 6 5'/16 71/16 41/2 1'V16 /6 8 a pipe spacer or multispacer should be 5 1,430 16* 1.70 /6 6'/16 81/16 5'/2 116/16 placed over clevis bolt to ensure that the 6 1,940 17* 3.10 8 6"/16 10'/a 5% 1"/16 1 lower U-strap will not move in on the bolt. 8 2,000 19* 4.75 /a 8% 12'1/16 7/16 2 /2 10 3,600 22* 8.60 91/8 151/a 8'/6 21/6 —A -" 12 3,800 23* 11.20 1/8116 1716/16 10'/8 2'3/6 5/6 'A Lei14 4,200 25* 12.50 129/6 199/e 1011/16 21'A6 % 0-1 16 4,600 27 19.85 1 14 22 12 23/4 1 18 4,800 28 22.25 15'/16 241'/16 13`/16 313/16 20 4,800 30 40.33 17'/16 279/16 15'/1s 224 4,800 32 49.83 11/a 191/16 3113/16 176/16 3/e 11/4 30 6,000 33 70.18 243/6 393/6 21'/16 51/e "Span"represents the maximum recommended distance between hangers on a continuous and straight run of Pipe Size'/2"to'/a" Pipe Sizes 1" horizontal standard weight steel pipe filled with water.In all cases,verify that chosen location of hangers does and Larger not subject hangers to a load greater than the maximum recommended load shown above.*Indicates that span represents the maximum span for water filled pipe as given in Table 1 of page 201. PROJECTAPPROVAL 1 Project: ❑Approved Address: ❑Approved as noted ^ontractor: ❑Not approved _ncgineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 Upper Attachments Fig. 58 -Threaded Side Beam Bracket OTlo= Size Range: 3/8"-16 rod, pipe sizes 1/2" (1bmm)thru 4" (100mm) C @U8 Material: Pre-Galvanized Steel um Function: Practical and economical bracket used to support piping from wood, concrete FM or steel beams. Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8" and 1/2"fastener B bolts. Per NFPA 13: 1/2" (15mm)thru 2" (5omm) pipe requires 3/8"fastener, 21/2" (65mm)thru 4" (100 r) nine requires 1/�"fastener.* Approvals: Underwriters Laboratories Listed in the USA(UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" (loomm) pipe. A Finish: Pre-Galvanized �11� tL'2 Order By: Figure number and finish , w *Note: Additionally UL has listed the Fig. 58 with fasteners as shown in table below. 2-1/4"x 2"Lag Bolts C ` (No Pre-Drilling �• Up to 4"(100mm)pipe Per NFPA 1-3/s"or 1/2"Lag Bolts Up to 4"(100mm)pipe z-#16x2" Drive Screws 1/2"(15mm)-4"(100mm)pipe Tek Type Screws Into Min.16 Gauge Steel Up to 4"000mm)pipe UL Listed Fastener Table Pipe Size Qty Fastener Type Material Bolt&Hex Nut Up to 4"(100mm)pipe 2" 2 #16 x 2"Drive screws Wood 2" 1 3/8"Lag bolt Wood 21/2"-4" 1 1/2"Lag bolt Wood 31/2" 2 1/4"x 11/2"Lag bolts Wood 4" 2 1/4"x 2"Lag bolts** Wood 4" 2 1/4"x 1"Tek screws Metal(15 gauge) 4" 2 1/4"x 1"Tek screws Metal(16 gauge) **No pre-drilling Larger pipe sizes can be hung with reduced spacing. Part No. Pipe Size Rod A B C Approx.Wt./100 in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 58 1/2"-4" (15-100) 3/6"-16 23/4" (69.8) 11/2" (38.1) 11/8" (28.6) 14 (6.3) All dimensions in charts and on drawings are in inches Dimensions shown in parentheses are in millimeters unless otherwise specified R Fire Protection Solutions V—Line 85 by i:ToN Beam Clamps Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap STOLM Size Range: 3/8"-16 & 1/2"-13 rod Component of State of C U` us 4" (101,6mm)thru 16" (406.4mm) lengths California CSHPD Approved Note: longer lengths are available consult factory Seismic Restraints System USTEO 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 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 inverted. Allows easy installation for new 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. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any B-Line or TOLCO beam clamp. * Patent#5,947,424 A-A Slot Width Length Part No. in. (mm) 69R-3/8-L 7/16" (30.1) Specify 69R-1/2-L 9/16" (30.1) Specify Lj All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B= e Fire Protection Solutions 17 by Intentionally Blank Seismic System Attachments TOLCOW Fig. 4LA - "In-Line" Sway Brace Attachment Size Range: 1" (25mm)through 12" (300mm) IPS. OPM Material: Steel FM iJmp APP801101 Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 1" (25mm) through 12" (300mm) pipe. Underwriters Laboratories Listed in the USA and . Canada (cULus). Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement D information relating to OSHPD projects, please refer to our Seismic J t A Engineering Guidelines, OPM-0052-13. See loads in charts on page 37. Installation Instructions: Fig. 4LA can be used as the system attachment c t component of a longitudinal or lateral brace assembly. It is intended to be 1_ combined with the"bracing member" and our transitional attachment and structural attachment to form a complete bracing assembly. NFPA 13, FM DS 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 hex head portion breaks off to verify correct installation torque. 6 Next engage brace member(pipe or strut) with jaw component and tighten break-off head-bolt until the hex head breaks off to verify correct installation torque. Pivot jaw for correct angle and attach to structure using our brand transitional attachment and structural attachment. D A Finish: Plain or Electro-Galvanized. Order By: Figure number, pipe size and finish. i c t 4LA-6 thru 4LA-12 Pipe Approx. Part Size A C D Bolt Size Wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 4LA-1 1" (25) 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) 4LA-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) 4LA-21/2 21/2" (65) 527/32" (148.7) 25/16" (58.5) 25/16" (58.5) 3/e%16 173 (78.5) 4LA-3 3" (8o) 61/2" (164.9) 25/B" (66.6) 25/8" (66.6) 3/8%16 187 (84.8) 4LA-31/2 31/2" (90) 713/32" (188.1) 27/8" (73.1) 27/8' (73.1) 3/B"-16 198 (89.8) 4LA-4 4" (100) 717/32" (191.3) 31/e" (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"' Fia. 4LA - "in-Line" Sway Brace Attachment cont. Brace Brace Fig.9B0 , Fig. Fig.4LA 1 Fig.4LA '1 --------- © -- - - � -- Longitudinal Brace Lateral Brace Longitudinal Loads Max.Horizontal Design Load(FM) Max.Horizontal Part Pipe Size 30°44° 45°-59° 60°-740 75°-90° Design Load(UL) No. in. (nun) lbs. (M) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (M) 4LA-1 1" (25) 680 (3.02) 970 (4,31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-11/4 11/4" (32) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-11/2 11/2" (40) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4,45) 4LA-2 2" (50) 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" (80) 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 15.29) 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" 050) 1620 (7.20) 2,260 (10.05) 2010 (8.94) 2220 (9.87) 1600 (7.11) 4LA-8 8" (200) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) 2015 (8.96) 4LA-10 10" (250) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) NA (NA) 4LA-12 12" (300) 1620 (7.20) 1,660 (7.38) 1570 (6.98) 1740 (7.74) NA (NA) Lateral Loads Max.Horizontal Design Load(FM) Max.Horizontal Part Pipe Size 300-44° 45°-59° 60°-74° 75°-90° Design Load(UL) No. in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (M) lbs. (kN) 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" (80) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) I 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) I 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 ®TOLCO- r--� 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 Function: To attach sway bracing and hanger assemblies to steel members. ' _y Features: This product's design incorporates a concentric ' attachment point which is critical to the performance of (9.5) structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and � fasteners. Permits secure non-friction connection without t drilling or welding. Unique design reinforces point of connection to joist. Break off head3 set bolt design assures verification of proper installation torque (min. 31 ft.-Ibs.). Approvals: Underwriters Laboratories Listed in the USA(UL) and Canada (WL). Q For FM Approval information refer to page 57. .� Set Bolts&Hardware Installation Instructions: Fig. 825 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 lbs.(8.96kN) 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"(150mm)Pipe at Maximum Spacing attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Galvanized and HDG Approx.Wt./100: 247.5 Lbs. (112.2kg) Order By: Figure number and finish Shown with Fig.910 l US Patent#6,098,942, Canada Patent#2,286,659 Fig. Fig. 1000 / 825 �I May pivot in any I V. direction (25 4mm) --,112"Bolt&Nut Furnished Side View Top View Fig.825 Shown with t= 0 Fig.910 Fig.980 Max. 00 6"(152.4mm) Bar joist shown attached I-Beam 4 Fig.825 to various roof materials — Fig. 1000 ' 7- Swn with Brace L} �/ g.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 JB-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 by by E:T-111 56 Fire Protection Solutions Seismic Bracing Fin 9R0 - IlnivPrcal RiAtivP-1 Swnv RracP Attachment - 3/R"to 3/4" ®TOW(T Size Range: One size fits bracing pipe 1" (25mm)thru 2" (5omm), B-Line CeUS 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm)thick. USTED Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. 'I~~ NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component A g- of a longitudinal or lateral sway brace assembly. It is intended to he combined - y with the"bracing pipe"and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing Set Bald Included assembly. NFPA 13 guidelines should be followed. Mounttingang 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, Contant 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.#7,441,730, Pat.#7,669,806 Fig,4L — Lateral Brace Longitudinal Brace Part Mtg.Hdw. Mounting Hole Max.Design Approx. Number Size A B D Load(cULus) Wt./100 in. (nun) in. Win) in. (mm) in. (mm) in. (mm) lbs. (kg) 980-3/8 3/8" (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) 17/81" (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 E:T•N Seismic Bracing Fig. 1001 - Sway Brace Attachment ®TOLCO' Size Range: Pipe size to be braced: 1" (25mm)thru 8" (200mm) IPS. C �` us Pipe size used for bracing: 1" (25mm) and 11/4" (32mm) Schedule 40 IPS. Material: Steel UM 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 V (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 (WL). For FM Approval information refer to page 71. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11/4" (32mm)), and finish. �. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure , performance, the UL Listing requires that Fig. 1001 must be used only with y other TOLCO bracing products. Pipe Part Number&Approx.Wt./100 Design Load-Lbs. Size 1"(24mm)Brace Pipe 11/4"(32mm)Brace Pipe For Brace Pipe Size 1"/11/4" Sch.7 Sch.10 Sch.40 in. (mm) Lbs. (kg) Lbs. (kg) 1"/11/4" 1"/11/4" 1"/11/4" 1" (25) 1001-1 X 1 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) / 1000/1000 1000/1000 11/4"(32) 1001-11/4 X 1 100.0 (45.3) 1001-11/4 X 11/4 114.0 (51.7) 1000/1000 1000/1000 1000/1000 11/2" (40) 1001-11/2 X 1 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1000/1000 1500/1500 1500/1500 2" (50) 1001-2 X 1 108.0 (49.0) 1001-2 X 11/4 121.0 (54.8) 1000/1000 2015/2015 2015/2015 21/2" (65) 1001-21/2 X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 (72.7) 1600/1600 2015/2765 2015/2765 3" (8o) 1001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600/1600 2015/2765 2015/2765 4" (100) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 1600/1600 2015/2765 2015/2765 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 1600/1600 2015/2765 2015/2765 8" (200) 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600/1600 2015/2765 2015/2765 TT All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Revised51912014 70 Fire Protection Solutions by i:T-M Seismic Bracing Fin_ 2002- Swav Brace Attachment (DTOL= Size Range: Pipe size to be braced: 21/2" (65mm)thrii 8" (2oomm) all D @US 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: Stccl Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 is used ;r con)unction —ith 'TOLCO Fig. 980 sway brace attachment and joined together with bracing pipe. Install per NFPA 13. o Features: Easy verification of proper installation by tightening bolts until ears touch. Installation: Place Fig. 2002 over pipe to be braced. Slide 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-Galvanized. Contact B-Line for alternative finishes and materials. f7 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 n.rii iirPC that Fig. 7 02 must he used only with r_,ther Fig.g30 ,h,.t the _0., d _ �.r�. TOLCO bracing products. 'o OP 1°(25.4mm) r Min. Pipe Part Number&Approx.Wt./100 Design SizP 11/2"(32mm)Brace Pipe 2"l5omm)Brace Pipe Load in. (mm) Lbs. (kg) Lbs. (kg) Lbs. (kN) 21/2"(651 2002-21/2 X 11/2 224.9 (102.0) 2002-21/2 X 2 283.3 (128.6) 2015 (8 96) 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) 6" (150) 2002-6 X 11/2 326.6 (148.1) 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 .... .. .................... _ 0 6 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line by EJ•N 72 Fire Protection Solutions NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY A APPROVED PERMIT#: a-,Z LOT#: DATE:5-1 JOB ADDRESS: TYPE OF INSPECTION: SD�nK.t✓ d a� Yukr-- ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE p BUILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON " ,4)\, ! FIRE SPRINKLER , PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4) SETS OF COMPLETE AND SCALED PLANS, THREE (3) SETS OF HYDRALIC CALCULATIONS, THREE(3) 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: (ED New Fire Sprinkler Fire Sprinkler Add/Alt Underground Fire Line 20015 - 67th Ave NE 31051400200700 Project Address: Parcel ID#: Project Valuation: 127,000.00 Number of Heads: 678 Building Area (Sq Ft): 63,690 Owner: Gayteway Business Park, LLC Phone Number: Address: PO Box 1727 City: Bellevue State: WA Zip Code: 98009 Contact Person: Pietro Demonte Phone Number: 253-284-3469 Cell Phone: 253-651-1669 Fax: 253-922-6150 E-mail: pietrod@patriotfire.com Address: 2707 70th Ave E City: Tacoma State: WA Zip Code: 98424 Contractor: Patriot Fire Protection Phone Number: 253-926-2290 2707 70th Ave E Tacoma WA 98424 Address: City: State: Zip Code: Contractor's License Number:.PATRIFP099CF Expiration: 10/05/12 I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- describ property will be in accordance with the laws, rules and regulation of the State of Washington 9-5-2019 Applicants Signature Date Pietro Demonte Print Applicants Name FOR STAFF USE ONLY Received SEP 0 6 2019 Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 7/10CJY Q NNIM a ]=Il - - C--- � nnn ®�e G Q�❑�0� UG g GN N raAYu 1N30N3d• • Z tl x Y d0 .J yy C g W 1NOIYdn O O H m axlxadC z k g 3 c7 ❑❑ IOxJi �$ z m a i°m a z rx�a'sx ca I� !- o `J` a. 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FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O BUILDING DEPT. 0 PLANNING DEPT. CITY OF ARLINGTON . CITY OF ARLINGT 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:20101 67th Ave NE Permit#:2779 Parcel#:31051400200700 Valuation: 127000.00 OWNER APPLICANT CONTRACTOR Name:Gayteway Business Park,LLC Name:[Applicant Name] Name:PATRIOT FIRE PROTECTION Address:P.O.Box 1727 Address:[Applicant Address] Address:2004-A 48TH AVE City,State Zip:Bellevue,WA 98009 City,State Zip:Tacoma City,State Zip:TACOMA,WA 98424 Phone: Phone:2539262290 Phone:253-926-2290 LIC:PATRIFP099CF EXP: 10/05/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Sprinkler CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL 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. SA ,S AX NOT .SEfile tax relatimLlo construction and construction materials in the City of Arlington must be reported on your sales tax return form an c cd City of r n on 101. �L. S S' nature ring Namc Date Released By Date CONDITIONS 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 6. Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 7. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 8. Owner shall be provided with a set of approved plans and associated documents for their files. 9. Call at least 48 hours in advance to schedule 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 09/27/2019 Fire Permit Fee $1,691.21 09/27/2019 Fire Sprinkler Plan Review Fee $100.00 09/27/2019 Processing/Technology Fee $25.00 09/27/2019 Credit Card Surcharge $3.00 Total Due: $1,819.21 Total Payment: $103.00 Balance Due: $1,716.21 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for-=in%pedion picaw leave dw follow iog hiforilkaiiou: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 2779 Permit Date: 09/10/19 Permit Type: FIRE SPRINKLER Project Name: Gayteway Bldg B Applicant Name: Patriot Fire Protection, Inc Applicant Address: 2707 70th Ave E. Applicant, City, State, Zip: Tacoma Contact: Pietro Demonte Phone: 2539262290 Email: ap@patriotfire.com Scope of Work: Fire Sprinkler Valuation: 127000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/30/2019 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 399 Other way Park,31051400200700 20101 67TH AVE NE Ga ,LLC Business Miscellaneous Manufacturing NEC 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 05/11/2020 FS07.FIRE Approved SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status 1.Permit and set of approved plans to remain on site during installation. 2.Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections:may include hangers,earthquake bracing,sprinkler locations and pipe re-routing that could impact hydraulic calculations.Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3.Cover inspection required. 09/10/2019 FIRE SPRINKLER 4.Hydrostatic test required:200 psi for 2 hours minimum. FIRE 5.Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 6.Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 7.Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 8.Owner shall be provided with a set of approved plans and associated documents for their files. 9.Call at least 48 hours in advance to schedule inspections. 09/10/2019 FIRE SPRINKLER BUILDING Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $1,691.21 Fire System Plan Review Table 4-1 $100.00 Processing/Technology $25.00 Credit Card Service $3.00 Credit Card Service $51.49 Total $1,870.70 Attached Letters Date Letter Description 09/27/2019 Building Permit 09/10/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount Patriot Fire Protection 09/12/2019 Patriot Fire Protection 77005660 $100.00 09/12/2019 Patriot Fire Protection Transaction CC Surcharge $3.00 #77005660 09/27/2019 Shaina Morgan 77237972 $1,716.21 09/27/2019 77237972 CC Surcharge Raelynn Jones $51.49 Outstanding Balance $0.00 Uploaded Files Date File Name 10/11/2021 9865960-20101 67th B 6.30.2020.pdf 10/11/2021 9865453-2779 IC 6.18.2020.pdf 09/30/2019 5688541-2779 Issued Permit.pdf 09/10/2019 5588489-2779 Application.pdf Date: 03/27/2026 Permit#: 2779 Permit 09/10/2019 Date: Review 09/10/2019 Date: Permit FIRE SPRINKLER Type: Review FIRE SPRINKLER Type: Target Date: 09/24/2019 Scheduled 00:00 Time: Completed 09/24/2019 Date: Description: 1. Permit and set of approved plans to remain on site during installation. 2. Significant deviations from approved plans made during installation shall be required to be resubmitted for review prior to inspections: may include hangers, earthquake bracing, sprinkler locations and pipe re-routing that could impact hydraulic calculations. Failure to submit revisions could result in cancellation of an inspection while a review of an as-built resubmittal is conducted. 3. Cover inspection required. 4. Hydrostatic test required: 200 psi for 2 hours minimum. 5. Weatherproof horn strobe shall be installed in lieu of electric bell on exterior of building. 6.Any mechanical tee cut-outs shall be tied to sprinkler piping and be visible at time of cover inspection. 7. Sprinkler system Contractor's Material and Test Certificate shall be submitted prior to close out of permit. 8. Owner shall be provided with a set of approved plans and associated documents for their files. 9. Call at least 48 hours in advance to schedule inspections. Review Status: Assigned FIRE To: Time In: 00:00 Time Out: 00:00 Hours: 0.5 Property Information Parcel#: 31051400200700 Gayteway Business Park, LLC Gayteway Business Park, LLC P.O. Box 1727 20101 67TH AVE NE Bellevue, WA 98009 Zoning: 399 Other Miscellaneous Manufacturing NECLot: Block: I n N O � n lV OO ` O O O \\1 m N M m rn _ r�70 c� r ` 71. < ) I f- <�N�ZO � q°3+;�wa�c�n<nN� Z I m �o O x CO r- 0 �n �? OF "zrmrmD'17) RI " V) pW I I �oAmA��� an L _.. .- I E ccr nlmzom c c X z z D=Jm�O�00AOzm f'r1�7 u7Z� ��O OO�NO�ACOCZ Z 1 I f • f O O z.o�v�mzC-�- N � � I I �7 - I ����oo zo�� � .. l ' D z a G7 r m -I m Noo o�Z�� Q - 1 •I_._ L E m Z>o T I I �g� m 1 5m L-J N Nm_ o o� m _ r 1 _ z Ln-p. zip Z m — E M— rn C 00 O N (n r m on �p zj Z C - -- .. I, m sK wo a� D I CO �� A� o ' m ° 0 i I p z o { e . 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