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HomeMy WebLinkAbout19927 67th Ave Ne_BLD2780_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY M APPROVED PERMIT#: a1 LOT#: DATE: 5 JOB ADDRESS:�ykt.,G,y z la c TYPE OF INSPECTIO ...y-%w �%%JN ❑ 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 Cl BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON . ��. i i � h i . i 'i - i � i � ;, -. '� ` - _ _ - - i ili i '- - �: i ' r i �� .� •� CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 _ PHONE; (360) 403-3551 BUILDING PERMIT Address: 19927 67th Ave NE Permit#:2780 Parcel#:31051400200700 Valuation: 138000.00 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: Naive: 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. SALES A NO CE:Sales tax relating to coP., ction and construction materials in the City of Arlington must be reported on your sales tax return form and co cd ily, f ington 8 l/ 7 /9 Signature Print Name 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 $1,781.96 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: $1,909.96 Total Payment: $103.00 Balance Due: $1,806.96 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit dumber,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 2780 Permit Date: 09/10/19 Project Name: Gayteway Bldg C - 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: 19927 67th Ave NE Valuation: 13 8000.00 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 19927 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 In Review Fees Fee Description Notes Amount Fire Permit Fee 322.10.00.00 $1,781.96 Fire Sprinkler Plan Review Fee 345.83.00.00 $100.00 Proccssing/Tcchnology Fee 341.43.00.02 $25.00 Total $1,906.96 FIRE SPRINKL. R i 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: 138,000.00 Number of Heads: 711 Building Area (Sq Ft): 66,625 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- described property tyy will be in accordance with the laws, rules and regulation of the State of Washington 114_� G-� 9-9-2019 Applicants Signature Date Pietro Demonte Print Applicants Name Received FOR STAFF USE ONLY SEP 0 9 2019 tuv A-1 0f) Permit# !\scented By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 7/10CJY I I I City of • • Fire Department - f J, September 24, 2019 Permit Number: BLD 2780 Project Address: 20015 67th Avenue NE, Arlington Project Description: Fire Sprinkler Plans for Gayteway Business Park Building C Contractor: Patriot Fire Protection 2707 70th 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, V . Mike Makela Assistant Fire Chief Arlington Fire Department OFFICE COPY „ „ . . •. ;; :,�. ... � . r t '� --�,� 'RIOT Rre Sprinklers Save Llvesl Tacoma,WA 98424 Ear FIRE PROTECTION, INC. TEL:(263)926.2290 FAX:(253)922.61 W Fire Protection Submittal Hydraulic Calculations For Gayteway Business Park Building C OFFICE COPY 20015 — 67" Avenue .- Arlington, WA 98 BEy OF ' LINGTON g ' UILDING DEPARTMENT APPROVED DATE `GG Pf gY LEA For NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Sierra Construction Company 14800 NE North Woodinville Way Woodinville, WA 98072 PATRI NOT Job #11 -2192 ;bLz A I&O 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 ;.: d.�_. �' r�y:iA Intentionally Blank HYDRAULIC CALCULATIONS FOR GAYTEWAY BUSINESS PARK — BUILDING C 20015 — 67TH AVE NE ARLINGTON, WA 98223 DRAWING NO. FP-2 FILE NO . GAYTEWAYC—SYS1 DATE : SEP 9, 2019 DESIGN DATA REMOTE AREA NUMBER: 1 REMOTE AREA LOCATION: FP-2 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (15 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: 1182 . 3 GPM ALLOWANCE INSIDE HOSE: N/A GPM OUTSIDE HOSE: 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS : N/A IN—RACK SPRINKLERS : N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1432 .3 GPM @ &NPRS : SRC& PSI TYPE OF SYSTEM: WET VOLUME OF DRY OR PREACTION SYSTEM: N/A WATER SUPPLY INFORMATION: DATE: 2017 LOCATION: @ SITE STATIC: PSI : 67 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 �� ��WASHINGTONSTATE .� 1 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 jPietro Demonte j 1 5541-0610-C Level 1 1 Patriot Fire Protection, Inc. 1 j PATRIFP099CF 1 1 Expiros / 1213111 fl 1 SIIgnnturo Onto ----ram --r--r.r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYSI . 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 . 7 1432 . 3 59 . 9 Available pressure is 24 . 8 psi (29%) greater than required pressure . AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 1432 . 3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1182 . 3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 29. 3 K=25 .20 15 . 3 98 . 5 2A 29 . 3 K=25 . 20 15 . 0 97 . 6 3A 29 . 3 K=25 . 20 15 . 0 97 . 6 4A 29 . 3 K=25 .20 15 . 6 99 . 6 5A 29 . 3 K=25 .20 15 . 3 98 . 6 6A 29 . 3 K=25 .20 15 . 0 97 . 7 7A 29 . 3 K=25 . 20 15 . 0 97 . 7 8A 29 . 3 K=25 . 20 15 . 7 99 . 7 9A 29 . 3 K=25 . 20 15 . 4 99 . 0 10A 29 . 3 K=25 .20 15 . 1 98 . 1 11A 29 . 3 K=25 .20 15 . 1 98 . 1 12A 29. 3 K=25 .20 15 . 8 100 . 1 20 27 . 3 - - - - 32 . 7 - - - 21 27 . 3 - - - - 32 . 7 - - - 22 27 . 3 - - - - 32 . 4 - - - 23 27 . 3 - - - - 32 . 1 - - - 24 27 . 3 - - - - 31 . 9 - - - 25 27 . 3 - - - - 31 . 7 - - - 26 27 . 3 - - - - 31 . 5 - - - 27 27 . 3 - - - - 31 . 3 - - - 28 27 . 3 - - - - 31 .2 - - - 29 27 . 3 - - - - 31 . 1 - - - 30 27 . 3 - - - - 31 . 0 - - - 31 27 . 3 - - - - 30 . 9 - - - 32 27 . 3 - - - - 30 . 9 - - - 40 27 . 3 - - - - 29 . 6 - - - 41 27 . 3 - - - - 29 . 6 - - - 42 27 . 3 - - - - 29 . 5 - - - 43 27 . 3 - - - - 29 . 4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYSI .SDF JOB TITLE: GAYTEWAY B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 44 27 . 3 - - - - 29 . 3 - - - 45 27 . 3 - - - - 29. 1 - - - 46 27 .3 - - - - 28 . 8 - - - 47 27 .3 - - - - 28 . 4 - - - 48 27 . 3 - - - - 27 . 8 - - - 49 27 . 3 - - - - 27 .2 - - - 50 27 . 3 - - - - 26 . 4 - - - 51 27 . 3 - - - - 26 . 1 - - - 52 27 . 3 - - - - 26 . 1 - - - TR1 27 . 3 - - - - 34 . 1 - - - BR1 2 . 0 - - - - 49 . 5 - - - DC1 2 . 0 - - - - 52 . 6 - - - DC2 2 . 0 - - - - 49 . 6 - - - FLG 0 . 5 - - - - 53 . 4 - - - UG1 -4 . 0 HOSE STREAM 56 . 5 250 . 0 CITY -8 . 0 SOURCE 59 . 9 1432 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYSI . 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 1432 . 3 12 . 460 PL 805 . 00 PF 1 . 7 CITY -8 . 0 SRCE 59 . 9 (N/A) 3 . 8 140 FTG 2TL6G PE -1 . 7 UG1 -4 . 0 H. S . 56 . 5 250 . 0 0 . 002 TL 1091 . 00 PV Pipe : 2 1182 . 3 8 . 390 PL 70 . 00 PF 1 . 2 UG1 -4 . 0 H. S. 56 . 5 250 . 0 6 . 9 140 FTG TLG PE -1 . 9 FLG 0 . 5 0 . 0 53 . 4 0 . 0 0 . 007 TL 158 . 00 PV Pipe : 3 1182 . 3 8 . 249 PL 1 . 50 PF 0.2 FLG 0 . 5 0 . 0 53 . 4 0 . 0 7 . 1 150 FTG L PE -0 . 6 DC1 2 . 0 0 . 0 52 . 6 0 . 0 0 . 007 TL 24 . 17 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DC1 2 . 0 0 . 0 52 . 6 0 . 0 3 . 0 psi, 1182 . 3 gpm DC2 2 . 0 0 . 0 49 . 6 0 . 0 Pipe: 5 1182 . 3 8 .249 PL 5 .21 PF 0 . 1 DC2 2 . 0 0 . 0 49 . 6 0 . 0 7 . 1 120 FTG ---- PE 0 . 0 BR1 2 . 0 0 . 0 49 . 5 0 . 0 0 . 011 TL 5 .21 PV Pipe: 6 1182 . 3 6 . 357 PL 25 . 29 PF 4 . 4 BR1 2 . 0 0 . 0 49 . 5 0 . 0 12 . 0 120 FTG TCB PE -11 . 0 TR1 27 . 3 0 . 0 34 . 1 0 . 0 0 . 038 TL 116 . 29 PV Pipe: 7 1182 . 3 6 . 357 PL 18 . 50 PF 1 . 4 TR1 27 . 3 0 . 0 34 . 1 0 . 0 12 . 0 120 FTG E PE 0 . 0 21 27 . 3 0 . 0 32 . 7 0 . 0 0 . 038 TL 36 . 50 PV Pipe: 8 -63 .2 6 . 357 PL 10 . 00 PF 0 . 0 20 27 . 3 0 . 0 32 . 7 0 . 0 0 . 6 120 FTG --- PE 0 . 0 21 27 . 3 0 . 0 32 . 7 0 . 0 0 . 000 TL 10 . 00 PV Pipe : 9 1055. 5 6 . 357 PL 10 . 00 PF 0 . 3 21 27 . 3 0 . 0 32 . 7 0 . 0 10 . 7 120 FTG ---- PE 0 . 0 22 27 . 3 0 . 0 32 . 4 0 . 0 0 . 031 TL 10 . 00 PV Pipe: 10 991 . 3 6 . 357 PL 10 . 00 PF 0 . 3 22 27 . 3 0 . 0 32 . 4 0 . 0 10 . 0 120 FTG - --- PE 0 . 0 23 27 . 3 0 . 0 32 . 1 0 . 0 0 . 028 TL 10 . 00 PV Pipe: 11 930 . 6 6 . 357 PL 10 . 00 PF 0 .2 23 27 . 3 0 . 0 32 . 1 0 . 0 9 . 4 120 FTG ---- PE 0 . 0 24 27 . 3 0 . 0 31 . 9 0 . 0 0 . 024 TL 10 . 00 PV Pipe : 12 870 . 9 6 . 357 PL 10 . 00 PF 0 . 2 24 27 . 3 0 . 0 31 . 9 0 . 0 8 . 8 120 FTG PE 0 . 0 25 27 . 3 0 . 0 31 . 7 0 . 0 0 . 022 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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: 13 815 . 5 6 . 357 PL 10 . 00 PF 0 . 2 25 27 . 3 0 . 0 31 . 7 0 . 0 8 .2 120 FTG ---- PE 0 . 0 26 27 . 3 0 . 0 31 .5 0 . 0 0 . 019 TL 10 . 00 PV Pipe : 14 758 . 8 6 . 357 PL 10 . 00 PF 0 .2 26 27 . 3 0 . 0 31 . 5 0 . 0 7 . 7 120 FTG ---- PE 0 . 0 27 27 . 3 0 . 0 31 . 3 0 . 0 0 . 017 TL 10 . 00 PV Pipe : 15 699 . 5 6 . 357 PL 10 . 00 PF 0 . 1 27 27 . 3 0 . 0 31 . 3 0 . 0 7 . 1 120 FTG ---- PE 0 . 0 28 27 . 3 0 . 0 31 .2 0 . 0 0 . 014 TL 10 . 00 PV Pipe: 16 636 . 4 6 . 357 PL 10 . 00 PF 0 . 1 28 27 . 3 0 . 0 31 .2 0 . 0 6 . 4 120 FTG ---- PE 0 . 0 29 27 . 3 0 . 0 31 . 1 0 . 0 0 . 012 TL 10 . 00 PV Pipe: 17 568 .2 6 . 357 PL 10 . 00 PF 0 . 1 29 27 . 3 0 . 0 31 . 1 0 . 0 5 . 7 120 FTG ---- PE 0 . 0 } 30 27 . 3 0 . 0 31 . 0 0 . 0 0 . 010 TL 10 . 00 PV Pipe: 18 379 . 1 6 . 357 PL 8 . 00 PF 0 . 0 30 27 . 3 0 . 0 31 . 0 0 . 0 3 . 8 120 FTG ---- PE 0 . 0 31 27 . 3 0 . 0 30 . 9 0 . 0 0 . 005 TL 8 . 00 PV Pipe : 19 189 . 6 6 . 357 PL 8 . 00 PF 0 . 0 31 27 . 3 0 . 0 30 . 9 0 . 0 1 . 9 120 FTG ---- PE 0 . 0 32 27 . 3 0 . 0 30 . 9 0 . 0 0 . 001 TL 8 . 00 PV Pipe : 20 63 .2 4 .260 PL 8 . 00 PF 0 . 0 40 27 . 3 0 . 0 29 . 6 0 . 0 1 . 4 120 FTG ---- PE 0 . 0 41 27 . 3 0 . 0 29 . 6 0 . 0 0 . 001 TL 8 . 00 PV Pipe : 21 126 . 8 4 .260 PL 9 . 00 PF 0 . 0 41 27 . 3 0 . 0 29 . 6 0 . 0 2 . 9 120 FTG ---- PE 0 . 0 42 27 . 3 0 . 0 29 . 5 0 . 0 0 . 004 TL 9 . 00 PV Pipe : 22 191 . 0 4 . 260 PL 10 . 00 PF 0 . 1 42 27 . 3 0 . 0 29 . 5 0 . 0 4 . 3 120 FTG PE 0 . 0 43 27 . 3 0 . 0 29 . 4 0 . 0 0 . 009 TL 10 . 00 PV Pipe: 23 251. 8 4 .260 PL 10 . 00 PF 0 .2 43 27 . 3 0 . 0 29 . 4 0 . 0 5. 7 120 FTG ---- PE 0 . 0 44 27 . 3 0 . 0 29 . 3 0 . 0 0 . 015 TL 10 . 00 PV Pipe : 24 311 . 4 4 .260 PL 10 . 00 PF 0 .2 44 27 . 3 0 . 0 29 . 3 0 . 0 7 . 0 120 FTG ---- PE 0 . 0 45 27 . 3 0 . 0 29 . 1 0 . 0 0 . 023 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYSI . SDF JOB TITLE: GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) S[JM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 366 . 8 4 .260 PL 10 . 00 PF 0 . 3 45 27 . 3 0 . 0 29 . 1 0 . 0 8 . 3 120 FTG ---- PE 0 . 0 46 27 . 3 0 . 0 28 . 8 0 . 0 0 . 031 TL 10 . 00 PV Pipe : 26 423 . 5 4 .260 PL 10 . 00 PF 0 . 4 46 27 . 3 0 . 0 28 . 8 0 . 0 9 . 5 120 FTG ---- PE 0 . 0 47 27 . 3 0 . 0 28 . 4 0 . 0 0 . 040 TL 10 . 00 PV Pipe: 27 482 . 8 4 .260 PL 10 . 00 PF 0 . 5 47 27 . 3 0 . 0 28 . 4 0 . 0 10 . 9 120 FTG ---- PE 0 . 0 48 27 . 3 0 . 0 27 . 8 0 . 0 0 . 051 TL 10 . 00 PV Pipe : 28 545 . 9 4 .260 PL 10 . 00 PF 0 . 6 48 27 . 3 0 . 0 27 . 8 0 . 0 12 . 3 120 FTG ---- PE 0 . 0 49 27 . 3 0 . 0 27 .2 0 . 0 0 . 064 TL 10 . 00 PV Pipe: 29 61_4 . 2 4 .260 PL 9 . 50 PF 0 . 8 49 27 . 3 0 . 0 27 .2 0 . 0 13 . 8 120 FTG ---- PE 0 . 0 50 27 . 3 0 . 0 26 . 4 0 . 0 0 . 080 TL 9 . 50 PV Pipe: 30 408 . 0 4 .260 PL 8 . 00 PF 0 . 3 50 27 . 3 0 . 0 26 . 4 0 . 0 9 . 2 120 FTG ---- PE 0 . 0 51 27 . 3 0 . 0 26 . 1 0 . 0 0 . 037 TL 8 . 00 PV Pipe: 31 203 . 7 4 .260 PL 8 . 00 PF 0 . 1 51 27 . 3 0 . 0 26 . 1 0 . 0 4 . 6 120 FTG ---- PE 0 . 0 52 27 . 3 0 . 0 26 . 1 0 . 0 0 . 010 TL 8 . 00 PV Pipe : 32 63 .2 2 . 703 PL 177 . 33 PF 3 .2 20 27 . 3 0 . 0 32 . 7 0 . 0 3 . 5 120 FTG 4E4T PE 0 . 0 40 27 . 3 0 . 0 29 . 6 0 . 0 0 . 011 TL 289 .25 PV Pipe: 33 63 . 6 2 . 703 PL 175 . 33 PF 3 .2 21 27 . 3 0 . 0 32 . 7 0 . 0 3 . 6 120 FTG 4E4T PE 0 . 0 41 27 . 3 0 . 0 29 . 6 0 . 0 0 . 011 TL 287 .25 PV Pipe : 34 64 .2 2 . 703 PL 174 . 33 PF 2 . 9 22 27 . 3 0 . 0 32 . 4 0 . 0 3 . 6 120 FTG 3E3T PE 0 . 0 42 27 . 3 0 . 0 29 . 5 0 . 0 0 . 011 TL 258 .27 PV Pipe: 35 60 . 8 2 . 703 PL 174 . 33 PF 2 . 7 23 27 . 3 0 . 0 32 . 1 0 . 0 3 . 4 120 FTG 2E4T PE 0 . 0 43 27 . 3 0 . 0 29 . 4 0 . 0 0 . 010 TL 267 . 59 PV Pipe : 36 59 . 6 2 . 703 PL 174 . 33 PF 2 . 6 24 27 . 3 0 . 0 31 . 9 0 . 0 3 . 3 120 FTG 2E4T PE 0 . 0 44 27 . 3 0 . 0 29 . 3 0 . 0 0 . 010 TL 267 . 59 PV } SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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 55 . 4 2 . 703 PL 177 . 33 PF 2 . 6 25 27 . 3 0 . 0 31 . 7 0 . 0 3 . 1 120 FTG 6E4T PE 0 . 0 45 27 . 3 0 . 0 29 . 1 0 . 0 0 . 009 TL 307 . 91 PV Pipe: 38 56.7 2 . 703 PL 177 . 33 PF 2 . 7 26 27 . 3 0 . 0 31 . 5 0 . 0 3.2 120 FTG 6E4T PE 0 . 0 46 27 . 3 0 . 0 28 . 8 0 . 0 0 . 009 TL 307 . 91 PV Pipe : 39 59. 3 2 . 703 PL 177 . 33 PF 3 . 0 27 27 . 3 0 . 0 31 . 3 0 . 0 3. 3 120 FTG 6E4T PE 0 . 0 47 27 . 3 0 . 0 28 . 4 0 . 0 0 . 010 TL 307 . 91 PV Pipe: 40 63. 1 2 . 703 PL 177 . 33 PF 3 . 3 28 27 . 3 0 . 0 31 .2 0 . 0 3. 5 120 FTG 6E4T PE 0 . 0 48 27 . 3 0 . 0 27 . 8 0 . 0 0 . 011 TL 307 . 91 PV Pipe : 41 68 .2 2 . 703 PL 177 . 33 PF 3 . 9 29 27 . 3 0 . 0 31 .1 0 . 0 3. 8 120 FTG 6E4T PE 0 . 0 49 27 . 3 0 . 0 27 .2 0 . 0 0 . 013 TL 307 . 91 PV Pipe : 42 189 . 0 2 . 703 PL 98 . 87 PF 14 . 3 30 27 . 3 0 . 0 31 . 0 0 . 0 10 . 6 120 FTG 4E2T PE -0 . 9 12A 29. 3 25 . 2 15 . 8 100 . 1 0 . 083 TL 173 . 49 PV Pipe: 43 89 . 0 2 . 703 PL 11 . 50 PF 0 . 6 12A 29. 3 25 .2 15 . 8 100 . 1 5 . 0 120 FTG 2E PE 0 . 0 11A 29. 3 25 .2 15 . 1 98 . 1 0 . 020 TL 30 . 16 PV Pipe: 44 -9 . 1 2 . 703 PL 10 . 00 PF 0 . 0 11A 29. 3 25 . 2 15 . 1 98 . 1 0 . 5 120 FTG ---- PE 0 . 0 10A 29. 3 25 .2 15 . 1 98 . 1 0 . 000 TL 10 . 00 PV Pipe: 45 -107 .2 2 . 703 PL 10 . 00 PF 0 .3 10A 29 . 3 25 .2 15 . 1 98 . 1 6 . 0 120 FTG ---- PE 0 . 0 9A 29 . 3 25 . 2 15 . 4 99 . 0 0 . 029 TL 10 . 00 PV Pipe: 46 -206 .2 2 . 703 PL 48 . 50 PF 10 . 1 9A 29. 3 25 .2 15 .4 99. 0 11 . 5 120 FTG 2E2T PE 0 . 9 50 27 . 3 0 . 0 26. 4 0 . 0 0 . 097 TL 104 . 46 PV Pipe: 47 189 . 5 2 . 703 PL 98 . 87 PF 14 . 4 31 27 . 3 0 . 0 30 . 9 0 . 0 10 . 6 120 FTG 4E2T PE -0 . 9 8A 29. 3 25 .2 15 . 7 99 . 7 0 . 083 TL 173 . 49 PV 1 Pipe : 48 89 . 8 2 . 703 PL 11 . 50 PF 0 . 6 8A 29 . 3 25 . 2 15 . 7 99 . 7 5 . 0 120 FTG 2E PE 0 . 0 7A 29 . 3 25 .2 15 . 0 97 . 7 0 . 021 TL 30 . 16 PV SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 8 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYSI . SDF JOB TITLE: GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOR. PT DTSC:. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 49 -7 . 9 2 . 703 PL 10 . 00 PF 0 . 0 7A 29. 3 25 .2 15 . 0 97 . 7 0 . 4 120 FTG ---- PE 0 . 0 6A 29 . 3 25 .2 15 . 0 97 . 7 0 . 000 TL 10 . 00 PV Pipe: 50 -105 . 6 2 . 703 PL 10 . 00 PF 0 . 3 6A 29 . 3 25 .2 15 . 0 97 . 7 5 . 9 120 FTG ---- PE 0 . 0 5A 29 . 3 25 .2 15 . 3 98 . 6 0 . 028 TL 10 . 00 PV Pipe: 51 -204 . 3 2 . 703 PL 48 . 50 PF 10 . 0 5A 29 . 3 25 .2 15 . 3 98 . 6 11 . 4 120 FTG 2E2T PE 0 . 9 51 27 . 3 0 . 0 26 . 1 0. 0 0 . 095 TL 104 . 46 PV Pipe: 52 189 . 6 2 . 703 PL 98 . 87 PF 14 . 4 32 27 . 3 0 . 0 30 . 9 0 . 0 10 . 6 120 FTG 4E2.T PE -0 . 9 4A 29 . 3 25 .2 15 . 6 99 . 6 0 . 083 TL 173 . 49 PV Pipe: 53 90 . 0 2 . 703 PL 11 . 50 PF 0 . 6 4A 29 . 3 25 .2 15 . 6 99 . 6 5 . 0 120 FTG 2E PE 0 . 0 3A 29 . 3 25 . 2 15 . 0 97 . 6 0 . 021 TL 30 . 16 PV Pipe : 54 -7 . 6 2 . 703 PL 10 . 00 PF 0 . 0 3A 29 . 3 25 .2 15 . 0 97 . 6 0 . 4 120 FTG ---- PE 0 . 0 2A 29 . 3 25 .2 15 . 0 97 . 6 0 . 000 TL 10 . 00 PV Pipe: 55 -105 . 2 2 . 703 PL 10 . 00 PF 0 . 3 2A 29 . 3 25 .2 15 . 0 97 . 6 5 . 9 120 FTG ---- PE 0 . 0 lA 29 . 3 25 .2 15 . 3 98 . 5 0 . 028 TL 10 . 00 PV Pipe : 56 -203 . 7 2 . 703 PL 48 . 50 PF 9 . 9 lA 29 . 3 25 . 2 15 . 3 98 . 5 11 . 4 120 FTG 2E2T PE 0 . 9 52 27 . 3 0 . 0 26 . 1 0 . 0 0 . 095 TL 104 . 46 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 . 051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13 . 8 ft/sec at pipe 29 . I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYSI . SDF JOB TITLE: GAYTEWAY B (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (5) PIPE FITTINGS TABLE HASS Pipe Table Name : standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly 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 j 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 -------------------------------------------------------- F F45Ell 2 . 703 9 . 33 18 . 65 6 . 22 21 . 76 10 . 88 1 . 55 15 . 54 15 . 54 18 . 65 4 . 67 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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 .72 psi @ 1432 . 3 gpm G p 2 g Required pressure U 59 . 93 psi @ 1432 . 3 gpm G E 60 . 0 2 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 S U R E ( 20 . 0 p L 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 : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS1 . SDF JOB TITLE: GAYTEWAY B WATER SUPPLY CURVE 96+ 88*\\ 0 \\ 80+ \\\ 72+ \\\ P 64+ * <-64 . 0 psi @ 5000 gpm R Flow Test Point E X S S 56+ U R E 48+ P S I 40+ 32+ 24+ 16+ LEGEND " X = Required Water Supply " 59. 93 psi @ 1432 . 3 gpm " 8+ " 0 = Available Water Supply " 84 . 72 psi @ 1432 . 3 gpm " 0++-+---+----+-----+------+-----n--+--------� ----+ -----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Intentionally Blank HYDRAULIC CALCULATIONS FOR GAYTEWAY BUSINESS PARK — BUILDING C 20015 — 67TH AVE NE ARLINGTON, WA 98223 DRAWING NO. FP-3 FILE NO . GAYTEWAYC—SYS2 DATE : SEP 9, 2019 DESIGN DATA REMOTE AREA NUMBER: 2 REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (15 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 : 1178 . 1 GPM ALLOWANCE INSIDE HOSE : N/A GPM OUTSIDE HOSE : 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS : N/A IN—RACK SPRINKLERS : N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1428 . 1 GPM @ &NPRS : SRC& 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 �wwww WASHINGTON ITATE o r t Y CERTIFICATE OF COMPETENCY Y FIRE PROTECTION SPRINKLER SYSTEMS ; iPietro Demonte Y 1 5541-0610-C Level Y Patriot Fire Protection, Inc. Y r Y PATRIFP099CF Y Expiros Y Y / / 12131119 Y Y Ipnoturo U-t� �.. .nr rrwrwrr rrwrww� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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 . 7 1428 . 1 71 . 1 Available pressure is 13 . 6 psi (16%) greater than required pressure . AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1428 . 1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1178 . 1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 29 . 3 K=25 .20 15 .2 98 . 2 2A 29 . 3 K=25 .20 15 . 0 97 . 6 3A 29 . 3 K=25 .20 15 . 0 97 . 6 4A 29 . 3 K=25 .20 15 . 3 98 . 6 5A 29 . 3 K=25 . 20 15 .2 98 . 3 6A 29 . 3 K=25 . 20 15 . 0 97 . 7 7A 29 . 3 K=25 .20 15 . 0 97 . 7 8A 29 . 3 K=25 .20 15 . 3 98 . 7 9A 29 . 3 K=25 .20 15 . 3 98 . 6 10A 29 . 3 K=25 .20 15 . 1 98 . 0 11A 29 . 3 K=25 .20 15 . 1 98 . 0 12A 29 . 3 K=25 .20 15 . 4 99 . 0 18 27 . 3 - - - - 40 . 8 - - - 19 27 . 3 - - - - 34 . 5 - - - 20 27 . 3 - - - - 34 . 5 - - - 21 27 . 3 - - - - 34 . 3 - - - 22 27 . 3 - - - - 34 . 0 - - - 23 27 . 3 - - - - 33 . 8 - - - 24 27 . 3 - - - - 33 . 6 - - - 25 27 . 3 - - - - 33 . 3 - - - 26 27 . 3 - - - - 33 . 2 - - - 27 27 . 3 - - - - 33 . 0 - - - 28 27 . 3 - - - - 32 . 8 - - - 29 27 . 3 - - - - 32 . 7 - - - 30 27 . 3 - - - - 32 . 6 - - - 31 27 . 3 - - - - 32 . 5 - - - 32 27 . 3 - - - - 32 . 5 - - - 40 27 . 3 - - - - 32 . 0 - - - 41 27 . 3 - - - - 32 . 0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2 . SDF JOB TITLE : GAYTEWAY B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 41B 27 . 3 - - - - 32 . 0 - - - 42 27 . 3 - - - - 32 . 0 - - - 43 27 . 3 - - - - 31 . 8 - - - 44 27 . 3 - - - - 31 . 6 - - - 45 27 . 3 - - - - 31 .4 - - - 46 27 . 3 - - - - 31 . 1 - - - 47 27 . 3 - - - - 30 .7 - - - 48 27 . 3 - - - - 30 . 3 - - - 49 27 . 3 - - - - 29 . 8 - - - 50 27 . 3 - - - - 29 . 1 - - - 51 27 .3 - - - - 28 . 8 - - - 52 27 . 3 - - - - 28 . 7 - - - TR2 27 . 3 - - - - 45 . 4 - - - BR2 2 . 0 - - - - 60 . 7 - - - DC1 2 . 0 - - - - 63 . 8 - - - DC2 2 . 0 - - - - 60 . 8 - - FLG 0 . 5 - - - - 64 . 6 - - - UG1 -4 . 0 HOSE STREAM 67 .7 250 . 0 CITY -8 . 0 SOURCE 71 . 1 1428 . 1 SPRI14KLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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 1428 . 1 12 . 460 PL 805 . 00 PF 1 . 7 CITY -8 . 0 SRCE 71 . 1 (N/A) 3 . 8 140 FTG 2TL6G PE -1 . 7 UGl -4 . 0 H. S . 67 . 7 250 . 0 0 . 002 TL 1091 . 00 PV Pipe : 2 1178 . 1 8 . 390 PL 70 . 00 PF 1 . 2 UG1 -4 . 0 H. S. 67 . 7 250 . 0 6 . 8 140 FTG TLG PE -1 . 9 FLG 0 . 5 0 . 0 64 . 6 0 . 0 0 . 007 TL 158 . 00 PV Pipe : 3 1178 . 1 8 . 249 PL 1 . 50 PF 0 . 2 FLG 0 . 5 0 . 0 64 . 6 0 . 0 7 . 1 150 FTG L PE -0 . 6 DC1 2 . 0 0 . 0 63 . 8 0 . 0 0 . 007 TL 24 . 17 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DC1 2 . 0 0 . 0 63 . 8 0 . 0 3 . 0 psi, 1178 . 1 gpm DC2 2 . 0 0 . 0 60 . 8 0 . 0 Pipe : 5 1178 . 1 8 . 249 PL 3 . 54 PF 0 . 0 DC2 2 . 0 0 . 0 60 . 8 0 . 0 7 . 1 120 FTG ---- PE 0 . 0 BR2 2 . 0 0 . 0 60 . 7 0 . 0 0 . 011 TL 3 . 54 PV Pipe : 6 1178 . 1 6. 357 PL 25 .29 PF 4 . 4 BR2 2 . 0 0 . 0 60 .7 0 . 0 11 . 9 120 FTG TCB PE -11 . 0 TR2 27 . 3 0 . 0 45 . 4 0 . 0 0 . 038 TL 116 .29 PV Pipe : 7 1178 . 1 6. 357 PL 85. 00 PF 4 . 6 TR2 27 . 3 0 . 0 45 . 4 0 . 0 11 . 9 120 FTG 2E PE 0 . 0 18 27 . 3 0 . 0 40 . 8 0 . 0 0 . 038 TL 121 . 00 PV Pipe: 8 1178 . 1 6 . 357 PL 109 . 00 PF 6 . 3 18 27 . 3 0 . 0 40 . 8 0 . 0 11 . 9 120 FTG ET PE 0 . 0 19 27 . 3 0 . 0 34 . 5 0 . 0 0 . 038 TL 165 . 00 PV Pipe : 9 -81 . 3 6. 357 PL 4 . 00 PF 0 . 0 20 27 . 3 0 . 0 34 . 5 0 . 0 0 . 8 120 FTG ---- PE 0 . 0 19 27 . 3 0 . 0 34 . 5 0 . 0 0 . 000 TL 4 . 00 PV Pipe: 10 1096 . 8 6 . 357 PL 6 . 00 PF 0 . 2 19 27 . 3 0 . 0 34 . 5 0 . 0 11 . 1 120 FTG ---- PE 0 . 0 21 27 . 3 0 . 0 34 . 3 0 . 0 0 . 033 TL 6 . 00 PV Pipe : 11 1019 . 0 6. 357 PL 10 . 00 PF 0 .3 21 27 . 3 0 . 0 34 . 3 0 . 0 10 . 3 120 FTG ---- PE 0 . 0 22 27 . 3 0 . 0 34 . 0 0 . 0 0 . 029 TL 10 . 00 PV Pipe : 12 945 . 8 6 . 357 PL 10 . 00 PF 0 . 3 22 27 . 3 0 . 0 34 . 0 0 . 0 9 . 6 120 FTG ---- PE 0 . 0 23 27 . 3 0 . 0 33 . 8 0 . 0 0 . 025 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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 : 13 903 . 3 6 . 357 PL 10 . 00 PF 0 .2 23 27 . 3 0 . 0 33 . 8 0 . 0 9 . 1 120 FTG ---- PE 0 . 0 24 27 . 3 0 . 0 33 . 6 0 . 0 0 . 023 TL 10 . 00 PV Pipe : 14 861 . 5 6 . 357 PL 10 . 00 PF 0 .2 24 27 . 3 0 . 0 33 . 6 0 . 0 8 . 7 120 FTG ---- PE 0 . 0 25 27 . 3 0 . 0 33 . 3 0 . 0 0 . 021 TL 10 . 00 PV Pipe : 15 819 . 3 6 . 357 PL 10 . 00 PF 0 .2 25 27 . 3 0 . 0 33 . 3 0 . 0 8 . 3 120 FTG ---- PE 0 . 0 26 27 . 3 0 . 0 33 .2 0 . 0 0 . 019 TL 10 . 00 PV Pipe : 16 776 . 0 6 . 357 PL 10 . 00 PF 0 .2 26 27 . 3 0 . 0 33 .2 0 . 0 7 . 8 120 FTG ---- PE 0 . 0 27 27 . 3 0 . 0 33 . 0 0 . 0 0 . 017 TL 10 . 00 PV Pipe : 17 730 . 6 6 . 357 PL 10 . 00 PF 0 .2 27 27 . 3 0 . 0 33 . 0 0 . 0 7 . 4 120 FTG PE 0 . 0 } 28 27 . 3 0 . 0 32 . 8 0 . 0 0 . 016 TL 10 . 00 PV Pipe : 18 682 . 1 6 . 357 PL 10 . 00 PF 0 . 1 28 27 . 3 0 . 0 32 . 8 0 . 0 6 . 9 120 FTG ---- PE 0 . 0 29 27 . 3 0 . 0 32 . 7 0 . 0 0 . 014 TL 10 . 00 PV Pipe : 19 628 . 0 6 . 357 PL 10 . 00 PF 0 . 1 29 27 . 3 0 . 0 32 . 7 0 . 0 6 . 3 120 FTG ---- PE 0 . 0 30 27 . 3 0 . 0 32 . 6 0 . 0 0 . 012 TL 10 . 00 PV Pipe : 20 418 . 9 6 . 357 PL 10 . 00 PF 0 . 1 30 27 . 3 0 . 0 32 . 6 0 . 0 4 .2 120 FTG ---- PE 0 . 0 31 27 . 3 0 . 0 32 . 5 0 . 0 0 . 006 TL 10 . 00 PV Pipe : 21 209 . 5 6 . 357 PL 10 . 00 PF 0 . 0 31 27 . 3 0 . 0 32 . 5 0 . 0 2 . 1 120 FTG ---- PE 0 . 0 32 27 . 3 0 . 0 32 . 5 0 . 0 0 . 002 TL 10 . 00 PV Pipe : 22 81. 3 6 . 357 PL 10 . 00 PF 0 . 0 40 27 . 3 0 . 0 32 . 0 0 . 0 0. 8 120 FTG PE 0 . 0 41 27. 3 0 . 0 32 . 0 0 . 0 0 . 000 TL 10 . 00 PV Pipe : 23 159 . 1 6 . 357 PL 5 . 50 PF 0 . 0 41 27 . 3 0 . 0 32 . 0 0 . 0 1 . 6 120 FTG ---- PE 0 . 0 41B 27 . 3 0 . 0 32 . 0 0 . 0 0 . 001 TL 5 . 50 PV Pipe : 24 159. 1 4 .260 PL 4 . 50 PF 0 . 0 41B 27 . 3 0 . 0 32 . 0 0 . 0 3. 6 120 FTG ---- PE 0 . 0 42 27 . 3 0 . 0 32 . 0 0 . 0 0 . 007 TL 4 .50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2 .SDF JOB TITLE: GAYTEWAY B PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . E14D ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) STIM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 232 . 3 4 .260 PL 10 . 00 PF 0 . 1 42 27 . 3 0 . 0 32 . 0 0 . 0 5 .2 120 FTG ---- PE 0 . 0 43 27 . 3 0 . 0 31 . 8 0 . 0 0 . 013 TL 10 . 00 PV Pipe: 26 274 . 8 4 . 260 PL 10 . 00 PF 0 . 2 43 27 . 3 0 . 0 31 . 8 0 . 0 6 .2 120 FTG ---- PE 0 . 0 44 27 . 3 0 . 0 31 . 6 0 . 0 0 . 018 TL 10 . 00 PV Pipe: 27 316 . 6 4 .260 PL 10 . 00 PF 0 . 2 44 27 . 3 0 . 0 31 . 6 0 . 0 7 . 1 120 FTG ---- PE 0 . 0 45 27 . 3 0 . 0 31 . 4 0 . 0 0 . 023 TL 10 . 00 PV Pipe: 28 358 . 8 4 . 260 PL 10 . 00 PF 0 . 3 45 27 . 3 0 . 0 31 . 4 0 . 0 8 . 1 120 FTG ---- PE 0 . 0 46 27 . 3 0 . 0 31 . 1 0 . 0 0 . 029 TL 10 . 00 PV Pipe: 29 402 . 1 4 .260 PL 10 . 00 PF 0 . 4 46 27 . 3 0 . 0 31 . 1 0 . 0 9 . 1 120 FTG ---- PE 0 . 0 47 27 . 3 0 . 0 30 . 7 0 . 0 0 . 036 TL 10 . 00 PV Pipe : 30 447 . 5 4 .260 PL 10 . 00 PF 0 . 4 47 27 . 3 0 . 0 30 . 7 0 . 0 10 . 1 120 FTG ---- PE 0 . 0 48 27 . 3 0 . 0 30 . 3 0 . 0 0 . 044 TL 10 . 00 PV Pipe: 31 496 . 0 4 . 260 PL 10 . 00 PF 0 . 5 48 27 . 3 0 . 0 30 . 3 0 . 0 11 .2 120 FTG ---- PE 0 . 0 49 27 . 3 0 . 0 29 . 8 0 . 0 0 . 054 TL 10 . 00 PV Pipe: 32 550 . 1 4 .260 PL 10 . 00 PF 0 . 7 49 27 . 3 0 . 0 29 . 8 0 . 0 12 . 4 120 FTG ---- PE 0 . 0 50 27 . 3 0 . 0 29 . 1 0 . 0 0 . 065 TL 10 . 00 PV Pipe : 33 365 . 6 4 .260 PL 10 . 00 PF 0 . 3 50 27 . 3 0 . 0 29 . 1 0 . 0 8 . 2 120 FTG ---- PE 0 . 0 51 27 . 3 0 . 0 28 . 8 0 . 0 0 . 031 TL 10 . 00 PV Pipe: 34 182 . 6 4 . 260 PL 10 . 00 PF 0 . 1 51 27 . 3 0 . 0 28 . 8 0 . 0 4 . 1 120 FTG ---- PE 0 . 0 52 27 . 3 0 . 0 28 . 7 0 . 0 0 . 008 TL 10 . 00 PV Pipe: 35 81 . 3 3 . 314 PL 246 . 50 PF 2 . 5 20 27 . 3 0 . 0 34 . 5 0 . 0 3 . 0 120 FTG 6E4T PE 0 . 0 40 27 . 3 0 . 0 32 . 0 0 . 0 0 . 006 TL 395 . 00 PV Pipe : 36 77 . 8 3 . 314 PL 246 . 50 PF 2 . 3 21 27 . 3 0 . 0 34 . 3 0 . 0 2 . 9 120 FTG 6E4T PE 0 . 0 41 27 . 3 0 . 0 32 . 0 0 . 0 0 . 006 TL 395 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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 73 . 1 3 . 314 PL 246 . 50 PF 2 . 1 22 27 . 3 0 . 0 34 . 0 0 . 0 2 . 7 120 FTG 6E4T PE 0 . 0 42 27 . 3 0 . 0 32 . 0 0 . 0 0 . 005 TL 395 . 00 PV Pipe: 38 42.5 2 . 703 PL 246 . 50 PF 2 . 0 23 27 . 3 0 . 0 33 . 8 0 . 0 2.4 120 FTG 6E4T PE 0 . 0 43 27 . 3 0 . 0 31 . 8 0 . 0 0 . 005 TL 377 . 08 PV Pipe: 39 41 . 9 2 . 703 PL 246 . 50 PF 1 . 9 24 27 . 3 0 . 0 33 . 6 0 . 0 2 . 3 120 FTG 6E4T PE 0 . 0 44 27 . 3 0 . 0 31 . 6 0 . 0 0 . 005 TL 377 . 08 PV Pipe : 40 42 . 1 2 . 703 PL 246 . 50 PF 1 . 9 25 27 . 3 0 . 0 33 . 3 0 . 0 2 . 4 120 FTG 6E4T PE 0 . 0 45 27 . 3 0 . 0 31 . 4 0 . 0 0 . 005 TL 377 . 08 PV Pipe: 41 43. 3 2 .703 PL 246 . 50 PF 2 . 0 26 27 . 3 0 . 0 33 . 2 0 . 0 2 .4 120 FTG 6E4T PE 0 . 0 46 27 . 3 0 . 0 31 . 1 0 . 0 0 . 005 TL 377 . 08 PV Pipe : 42 45. 4 2 . 703 PL 246 . 50 PF 2 .2 27 27 .3 0 . 0 33 . 0 0 . 0 2 . 5 120 FTG 6E4T PE 0 . 0 47 27. 3 0 . 0 30 . 7 0 . 0 0 . 006 TL 377 . 08 PV Pipe : 43 48 . 5 2 . 703 PL 246 . 50 PF 2 . 5 28 27 . 3 0 . 0 32 . 8 0 . 0 2 . 7 120 FTG 6E4T PE 0 . 0 48 27 . 3 0 . 0 30 . 3 0 . 0 0 . 007 TL 377 . 08 PV Pipe: 44 54 . 1 2 . 703 PL 245 . 00 PF 2 . 9 29 27 . 3 0 . 0 32 . 7 0 . 0 3.0 120 FTG 4E4T PE 0 . 0 49 27 . 3 0 . 0 29 . 8 0 . 0 0 . 008 TL 356 . 92 PV Pipe: 45 209 . 1 2 . 703 PL 126 . 00 PF 16 .3 30 27 . 3 0 . 0 32 . 6 0 . 0 11 . 7 120 FTG 2T PE -0 . 9 12A 29 . 3 25 .2 15 . 4 99 . 0 0 . 100 TL 163 . 30 PV Pipe: 46 110 . 1 2 . 703 PL 10 . 00 PF 0 . 3 12A 29 . 3 25 . 2 15 . 4 99 . 0 6 .2 120 FTG ---- PE 0 . 0 11A 29 . 3 25 . 2 15 . 1 98 . 0 0 . 030 TL 10 . 00 PV Pipe : 47 12 . 1 2 . 703 PL 10 . 00 PF 0 . 0 11A 29 . 3 25 .2 15 . 1 98 . 0 0 . 7 120 FTG ---- PE 0 . 0 10A 29 . 3 25 .2 15 . 1 98 . 0 0 . 001 TL 10 . 00 PV Pipe : 48 -85 . 9 2 . 703 PL 10 . 00 PF 0 .2 10A 29 . 3 25 .2 15 . 1 98 . 0 4 . 8 120 FTG ---- PE 0 . 0 9A 29 . 3 25 .2 15 . 3 98 . 6 0 . 019 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-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 -184 . 6 2 . 703 PL 89 . 00 PF 12 . 9 9A 29 . 3 25.2 15 . 3 98 . 6 10 . 3 120 FTG 4E2T PE 0 . 9 50 27 . 3 0. 0 29 . 1 0 . 0 0 . 079 TL 163 . 62 PV Pipe : 50 209 . 4 2 . 703 PL 126 . 00 PF 16 . 3 31 27 . 3 0 . 0 32 . 5 0 . 0 11 . 7 120 FTG 2T PE -0 . 9 8A 29 . 3 25 .2 15 . 3 98 . 7 0 . 100 TL 163 . 30 PV Pipe : 51 110 . 7 2 . 703 PL 10 . 00 PF 0 . 3 8A 29 . 3 25 .2 15 . 3 98 . 7 6 . 2 120 FTG ---- PE 0 . 0 7A 29 . 3 25 .2 15 . 0 97 . 7 0 . 031 TL 10 . 00 PV Pipe : 52 13. 0 2 . 703 PL 10 . 00 PF 0 . 0 7A 29 . 3 25 .2 15 . 0 97 . 7 0. 7 120 FTG ---- PE 0 . 0 6A 29 . 3 25 .2 15 . 0 97 . 7 0 . 001 TL 10 . 00 PV Pipe : 53 -84 . 7 2 . 703 PL 10 . 00 PF 0 .2 6A 29 . 3 25 .2 15 . 0 97 . 7 4 . 7 120 FTG ---- PE 0 . 0 5A 29 . 3 25 .2 15 .2 98 . 3 0 . 019 TL 10 . 00 PV Pipe: 54 -183 . 0 2 . 703 PL 89 . 00 PF 12 . 7 5A 29 . 3 25 . 2 15 .2 98 . 3 10 . 2 120 FTG 4E2T PE 0 . 9 51 27 . 3 0 . 0 28 . 8 0 . 0 0 . 078 TL 163 . 62 PV Pipe : 55 209 . 5 2 . 703 PL 126 . 00 PF 16 .3 32 27 . 3 0 . 0 32 . 5 0 . 0 11 . 7 120 FTG 2T PE -0 . 9 4A 29 . 3 25 .2 15 . 3 98 . 6 0 . 100 TL 163 . 30 PV Pipe : 56 110 . 8 2 . 703 PL 10 . 00 PF 0 . 3 4A 29 . 3 25 .2 15 . 3 98 . 6 6 .2 120 FTG ---- PE 0 . 0 3A 29 . 3 25 .2 15 . 0 97 . 6 0 . 031 TL 10 . 00 PV Pipe: 57 13.2 2 . 703 PL 10 . 00 PF 0 . 0 3A 29 . 3 25 .2 15 . 0 97 . 6 0. 7 120 FTG ---- PE 0 . 0 2A 29 . 3 25 .2 15 . 0 97 . 6 0 . 001 TL 10 . 00 PV Pipe: 58 -84 . 4 2 . 703 PL 10 . 00 PF 0 .2 2A 29 . 3 25 .2 15. 0 97 . 6 4 . 7 120 FTG ---- PE 0 . 0 1A 29 . 3 25 .2 15.2 98 .2 0 . 019 TL 10 . 00 PV Pipe : 59 -182 . 6 2 . 703 PL 89 . 00 PF 12 . 7 lA 29 . 3 25 .2 15 .2 98 .2 10 .2 120 FTG 4E2T PE 0 . 9 52 27 . 3 0 . 0 28 . 7 0 . 0 0 . 077 TL 163 . 62 PV ! SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2 . SDF JOB TITLE: GAYTEWAY B 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 . 110 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12 . 4 ft/sec at pipe 32 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (5) PIPE FITTINGS TABLE HASS Pipe Table Name : standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F 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 1 SPRINKLER SYSTEM IYDRAULIC ANALYSIS Page 10 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2 .SDF JOB TITLE: GAYTEWAY B PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lcngthc in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45E11 2 . 703 9. 33 18 . 65 6. 22 21 . 76 10 . 88 1 . 55 15 . 54 15 . 54 18 . 65 4 . 67 3 . 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2 .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 NAvailable pressure 84 . 74 psi @ 1428 . 1 gpm G A 2 2 g Required pressure U 71 . 10 psi @ 1428 .1 gpm G E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E S 40 . 0 S U R E ( 20 . 0 p B s i 0 . 0 ....._.... _._y -14 . 7 10(150120002500 3000 3500 4000 4500 5000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/9/2019AYTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2 . SDF JOB TITLE: GAYTEWAY B WATER SUPPLY CURVE 96+ I 88*\\ I \\ 0 \\ I \\ 80+ \\\ I \\ I \\ I \\ 72+ X \\\ I \\ I \\ P 64+ * <-64 . 0 psi @ 5000 gpm R Flow Test Point E S S 56+ U R E 48+ P s I I 40+ I 32+ f I 24+ 16+ LEGEND X = Required Water Supply " 71 . 10 psi @ 1428 . 1 gpm " 8+ " 0 = Available Water Supply " 84 . 74 psi @ 1428 . 1 gpm " 0++-+---+----+-----+------+--------+---=----+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 1 HYDRAULIC CALCULATIONS FOR GAYTEWAY BUSINESS PARK — BUILDING C 20015 — 67TH AVE NE ARLINGTON, WA 98223 DRAWING NO. FP-3 FILE NO . GAYTEWAYC—SYS2B DATE : SEP 9, 2019 DESIGN DATA REMOTE AREA NUMBER: 3 REMOTE AREA LOCATION: FP-3 OCCUPANCY CLASSIFICATION: STORAGE DENSITY: K25 ESFR (15 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 : 1184 . 8 GPM ALLOWANCE INSIDE HOSE : N/A GPM OUTSIDE HOSE : 250 GPM WATER CURTAIN/EXPOSURE SPRINKLERS : N/A IN—RACK SPRINKLERS : N/A TOTAL WATER REQ'D (INCLUDING ALLOWANCE) : 1434 . 8 GPM @ &NPRS : SRC& 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 0 WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY 1 1 S FIRE PROTECTION SPRINKLER SYSTEM ' jPietro Demonte 6 1 5541-0610-C Level 1 Patriot Fire Protection, Inc. 1 1 PATRIFPo99CFl/`/ Q �E.pk- 1 /�ontoM :l 1 Ignsturo ��rrrrrJ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B. 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 . 7 1434 . 8 73 . 1 Available pressure is 11 . 7 psi (140) greater than required pressure. AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 1434 . 8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1184 . 8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) lA 28 . 9 K=25 .20 15 . 0 97 . 6 2A 28 . 9 K=25 . 20 15 . 1 97 . 9 3A 28 . 9 K=25 . 20 15 . 4 98 . 9 4A 28 . 9 K=25 .20 15 . 6 99 . 6 5A 28 . 9 K=25 .20 15 . 0 97 . 7 6A 28 . 9 K=25 . 20 15 . 1 98 . 0 7A 28 . 9 K=25 .20 15 . 4 99 . 0 8A 28 . 9 K=25 .20 15 . 7 99 . 8 9A 28 . 9 K=25 .20 15 .2 98 . 1 10A 28 . 9 K=25 .20 15 . 3 98 . 4 11A 28 . 9 K=25 .20 15 . 6 99 . 5 12A 28 . 9 K=25 .20 15 . 8 100 .2 18 27 . 3 - - - - 42 . 6 - - - 19 27 . 3 - - - - 36 . 3 - - - 20 27 . 3 - - - - 36 . 3 - - - 21 27 . 3 - - - - 36 . 1 - - - 22 27 . 3 - - - - 35 . 9 - - - 23 27 . 3 - - - - 35 . 8 - - - 24 27 . 3 - - - - 35 . 7 - - - 25 27 . 3 - - - - 35 . 6 - - - 26 27 . 3 - - - - 35 . 5 - - - 27 27 . 3 - - - - 35 . 5 - - - 28 27 . 3 - - - - 35 . 4 - - - 29 27 . 3 - - - - 35 . 4 - - - 30 27 . 3 - - - - 35 . 4 - - - 31 27 . 3 - - - - 35 . 4 - - - 32 27 . 3 - - - - 35 . 4 - - - 40 27 . 3 - - - - 26 . 6 - - - 41 27 . 3 - - - - 26 . 9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B.SDF JOB TITLE: GAYTEWAY B NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 41B 27 . 3 - - - - 27 . 0 - - - 42 27 . 3 - - - - 27 . 6 - - - 43 27 . 3 - - - - 28 . 6 - - - 44 27 . 3 - - - - 29 . 4 - - - 45 27 . 3 - - - - 30 . 1 - - - 46 27 . 3 - - - - 30 . 5 - - - 47 27 . 3 - - - - 30 . 9 - - - 48 27 . 3 - - - - 31 . 1 - - - 49 27 . 3 - - - - 31 . 3 - - - 50 27 . 3 - - - - 31 . 4 - - - 51 27 . 3 - - - - 31 . 4 - - - 52 27 . 3 - - - - 31 . 4 - - - 59 26 . 9 - - - - 25 . 8 - - - 60T 28 . 9 - - - - 15 . 9 - - - 60B 26 . 9 - - - - 22 .2 - - - 61T 28 . 9 - - - - 15 . 7 - - - 61B 26 . 9 - - - - 22 . 1 - - - "N 62T 28 . 9 - - - - 15 . 7 - - - 62B 26 . 9 - - - - 22 . 0 - - - TR2 27 . 3 - - - - 47 .2 - - - BR2 2 . 0 - - - - 62 . 7 - - - DC1 2 . 0 - - - - 65 . 7 - - - DC2 2 . 0 - - - - 62 . 7 - - - FLG 0 . 5 - - - - 66 . 5 - - - UG1 -4 . 0 HOSE STREAM 69 . 6 250 . 0 CITY -8 . 0 SOURCE 73 . 1 1434 . 8 SPRINKLER SYSTEM IIYDRAULIC ANALYSIS Page 4 DATE: 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B. 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 1434 . 8 12 . 460 PL 805 . 00 PF 1 .7 CITY -8 . 0 SRCE 73 . 1 (N/A) 3 . 8 140 FTG 2TL6G PE -1. 7 UG1 -4 . 0 H. S . 69. 6 250 . 0 0 . 002 TL 1091 . 00 PV Pipe : 2 1184 . 8 8 . 390 PL 70 . 00 PF 1 .2 UG1 -4 . 0 H.S. 69 . 6 250 . 0 6. 9 140 FTG TLG PE -1 . 9 FLG 0 . 5 0 . 0 66 . 5 0 . 0 0 . 007 TL 158 . 00 PV Pipe : 3 1184 . 8 8 . 249 PL 1 . 50 PF 0 . 2 FLG 0 . 5 0 . 0 66 . 5 0 . 0 7 . 1 150 FTG L PE -0 . 6 DC1 2 . 0 0 . 0 65 . 7 0 . 0 0 . 007 TL 24 . 17 PV Pipe : 4 FIXED PRESSURE LOSS DEVICE DC1 2 . 0 0 . 0 65 . 7 0 . 0 3 . 0 psi, 1184 . 8 gpm DC2 2 . 0 0 . 0 62 . 7 0 . 0 Pipe: 5 1184 . 8 8 .249 PL 3 . 54 PF 0 . 0 DC2 2 . 0 0 . 0 62 . 7 0 . 0 7 . 1 120 FTG ---- PE 0 . 0 BR2 2 . 0 0 . 0 62 . 7 0 . 0 0 . 011 TL 3 . 54 PV Pipe: 6 1184 . 8 6 . 357 PL 25 .29 PF 4 . 5 BR2 2 . 0 0 . 0 62 . 7 0 . 0 12 . 0 120 FTG TCB PE -11 . 0 TR2 27 . 3 0 . 0 47 .2 0 . 0 0 . 038 TL 116 . 29 PV Pipe: 7 1184 . 8 6 . 357 PL 85 . 00 PF 4 . 6 TR2 27 . 3 0 . 0 47 .2 0 . 0 12 . 0 120 FTG 2E PE 0 . 0 18 27 . 3 0 . 0 42 . 6 0 . 0 0 . 038 TL 121 . 00 PV Pipe : 8 1184 . 8 6 . 357 PL 109. 00 PF 6 .3 18 27 . 3 0 . 0 42 . 6 0 . 0 12 . 0 120 FTG ET PE 0 . 0 19 27 . 3 0 . 0 36 . 3 0 . 0 0 . 038 TL 165. 00 PV Pipe: 9 -168 . 1 6 . 357 PL 4 . 00 PF 0 . 0 20 27 . 3 0 . 0 36 . 3 0 . 0 1 . 7 120 FTG ---- PE 0 . 0 19 27 . 3 0 . 0 36 . 3 0 . 0 0 . 001 TL 4 . 00 PV Pipe : 10 1016 . 7 6 . 357 PL 6 . 00 PF 0 .2 19 27 . 3 0 . 0 36 . 3 0 . 0 10 . 3 120 FTG ---- PE 0 . 0 21 27 . 3 0 . 0 36 . 1 0 . 0 0 . 029 TL 6 . 00 PV Pipe: 11 853 . 0 6 . 357 PL 10 . 00 PF 0 .2 21 27 . 3 0 . 0 36 . 1 0 . 0 8 . 6 120 FTG ---- PE 0 . 0 22 27 . 3 0 . 0 35 . 9 0 . 0 0 . 021 TL 10 . 00 PV Pipe: 12 698 . 8 6 . 357 PL 10 . 00 PF 0 . 1 22 27 . 3 0 . 0 35 . 9 0 . 0 7 . 1 120 FTG ---- PE 0 . 0 23 27 . 3 0 . 0 35 . 8 0 . 0 0 . 014 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B. 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: 13 613 . 6 6 . 357 PL 10 . 00 PF 0 . 1 23 27 .3 0 . 0 35 . 8 0 . 0 6 .2 120 FTG ---- PE 0 . 0 24 27 . 3 0 . 0 35 . 7 0 . 0 0 . 011 TL 10 . 00 PV Pipe : 14 534 . 4 6 . 357 PL 10 . 00 PF 0 . 1 24 27 . 3 0 . 0 35 . 7 0 . 0 5 . 4 120 FTG -- PE 0 . 0 25 27 . 3 0 . 0 35 . 6 0 . 0 0 . 009 TL 10 . 00 PV Pipe : 15 460 .2 6 . 357 PL 10 . 00 PF 0 . 1 25 27 . 3 0 . 0 35 . 6 0 . 0 4 . 7 120 FTG ---- PE 0 . 0 26 27 . 3 0 . 0 35 . 5 0 . 0 0 . 007 TL 10 . 00 PV i Pipe : 16 389 . 9 6 . 357 PL 10 . 00 PF 0 . 0 26 27 . 3 0 . 0 35 . 5 0 . 0 3 . 9 120 FTG ---- PE 0 . 0 27 27 . 3 0 . 0 35 . 5 0 . 0 0 . 005 TL 10 . 00 PV Pipe: 17 322 . 8 6 . 357 PL 10 . 00 PF 0 . 0 27 27 . 3 0 . 0 35 . 5 0 . 0 3 . 3 120 FTG ---- PE 0 . 0 28 27 . 3 0 . 0 35 . 4 0 . 0 0 . 003 TL 10 . 00 PV Pipe : 18 257 . 8 6 . 357 PL 10 . 00 PF 0 . 0 28 27 . 3 0 . 0 35 . 4 0 . 0 2 . 6 120 FTG ---- PE 0 . 0 29 27 . 3 0 . 0 35 . 4 0 . 0 0 . 002 TL 10 . 00 PV Pipe: 19 192 . 4 6 . 357 PL 10 . 00 PF 0 . 0 29 27 . 3 0 . 0 35 . 4 0 . 0 1 . 9 120 FTG PE 0 . 0 30 27 . 3 0 . 0 35 . 4 0 . 0 0 . 001 TL 10 . 00 PV Pipe : 20 127 . 9 6 . 357 PL 10 . 00 PF 0 . 0 30 27 . 3 0 . 0 35 . 4 0 . 0 1 . 3 120 FTG ---- PE 0 . 0 31 27 . 3 0 . 0 35 . 4 0 . 0 0 . 001 TL 10 . 00 PV Pipe : 21 63 . 9 6 . 357 PL 10 . 00 PF 0 . 0 31 27 . 3 0 . 0 35 . 4 0 . 0 0 . 6 120 FTG ---- PE 0 . 0 32 27 . 3 0 . 0 35 . 4 0 . 0 0 . 000 TL 10 . 00 PV Pipe: 22 -1016. 7 6 . 357 PL 10 . 00 PF 0 . 3 40 27 . 3 0 . 0 26 . 6 0 . 0 10 . 3 120 FTG ---- PE 0 . 0 41 27 . 3 0 . 0 26 . 9 0 . 0 0 . 029 TL 10 . 00 PV Pipe : 23 -853. 0 6 . 357 PL 5 .50 PF 0 . 1 41 27 . 3 0 . 0 26 . 9 0 . 0 8. 6 120 FTG ---- PE 0 . 0 41B 27 . 3 0 . 0 27 . 0 0 . 0 0 . 021 TL 5 . 50 PV Pipe : 24 -853 . 0 4 . 260 PL 4 . 50 PF 0 . 7 41B 27 . 3 0 . 0 27 . 0 0 . 0 19 .2 120 FTG ---- PE 0 . 0 42 27 . 3 0 . 0 27 . 6 0 . 0 0 . 146 TL 4 . 50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE : 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B.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 -698 . 8 4 .260 PL 10 . 00 PF 1 . 0 42 27 .3 0 . 0 27 . 6 0 . 0 15 . 7 120 FTG ---- PE 0 . 0 43 27 . 3 0 . 0 28 . 6 0 . 0 0 . 101 TL 10 . 00 PV Pipe: 26 -613 . 6 4 .260 PL 10 . 00 PF 0 . 8 43 27 . 3 0 . 0 28 . 6 0 . 0 13 . 8 120 FTG ---- PE 0 . 0 44 27 . 3 0 . 0 29 . 4 0 . 0 0 . 080 TL 10 . 00 PV Pipe : 27 -534 .4 4 . 260 PL 10 . 00 PF 0 . 6 44 27 . 3 0 . 0 29 . 4 0 . 0 12 . 0 120 FTG ---- PE 0 . 0 45 27 . 3 0 . 0 30 . 1 0 . 0 0 . 062 TL 10 . 00 PV Pipe : 28 -460 .2 4 .260 PL 10 . 00 PF 0 . 5 45 27 . 3 0 . 0 30 . 1 0 . 0 10 . 4 120 FTG ---- PE 0 . 0 46 27 . 3 0 . 0 30 . 5 0 . 0 0 . 047 TL 10 . 00 PV Pipe : 29 -389. 9 4 .260 PL 10 . 00 PF 0 .3 46 27 . 3 0 . 0 30 . 5 0 . 0 8 . 8 120 FTG ------ PE 0 . 0 47 27 . 3 0 . 0 30 . 9 0 . 0 0 . 034 TL 10 . 00 PV Pipe : 30 -322 . 8 4 .260 PL 10 . 00 PF 0 .2 47 27 . 3 0 . 0 30 . 9 0 . 0 7 . 3 120 FTG --- PE 0 . 0 48 27 . 3 0 . 0 31 . 1 0 . 0 0 . 024 TL 10 . 00 PV Pipe: 31 -257 . 8 4 .260 PL 10 . 00 PF 0 .2 48 27 . 3 0 . 0 31 . 1 0 . 0 5 . 8 120 FTG PE 0 . 0 49 27 . 3 0 . 0 31 . 3 0 . 0 0 . 016 TL 10 . 00 PV Pipe: 32 -192 . 4 4 .260 PL 10 . 00 PF 0 . 1. 49 27 . 3 0 . 0 31 . 3 0 . 0 4 . 3 120 FTG - -- PE 0 . 0 50 27 . 3 0 . 0 31 . 4 0 . 0 0 . 009 TL 10 . 00 PV Pipe : 33 -127 . 9 4 . 260 PL 10 . 00 PF 0 . 0 50 27 . 3 0 . 0 31 . 4 0 . 0 2 . 9 120 FTG ---- PE 0 . 0 51 27 . 3 0 . 0 31 . 4 0 . 0 0 . 004 TL 10 . 00 PV Pipe: 34 -63 . 9 4 .260 PL 10 . 00 PF 0 . 0 51 27 . 3 0 . 0 31 . 4 0 . 0 1 . 4 120 FTG ---- PE 0 . 0 52 27 . 3 0 . 0 31 . 4 0 . 0 0 . 001 TL 10 . 00 PV Pipe: 35 168 . 1 3 . 314 PL 246. 50 PF 9 . 7 20 27 . 3 0 . 0 36 . 3 0 . 0 6. 3 120 FTG 6E4T PE 0 . 0 40 27 . 3 0 . 0 26 . 6 0 . 0 0 . 025 TL 395 . 00 PV Pipe: 36 163 . 8 3 . 314 PL 246 . 50 PF 9 .3 21 27 . 3 0 . 0 36 . 1 0 . 0 6 . 1 120 FTG 6E4T PE 0 . 0 41 27 . 3 0 . 0 26 . 9 0 . 0 0 . 023 TL 395 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B. 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 : 37 154 .2 3 . 314 PL 246 . 50 PF 8 . 3 22 27 . 3 0 . 0 35 . 9 0 . 0 5 . 7 120 FTG 6E4T PE 0 . 0 42 27 . 3 0 . 0 27 . 6 0 . 0 0 . 021 TL 395 . 00 PV Pipe : 38 85 . 2 2 . 703 PL 246 . 50 PF 7 . 1 23 27 . 3 0 . 0 35 . 8 0 . 0 4 . 8 120 FTG 6E4T PE 0 . 0 43 27 . 3 0 . 0 28 . 6 0 . 0 0 . 019 TL 377 . 08 PV Pipe: 39 79.2 2 . 703 PL 246 . 50 PF 6 .2 24 27 . 3 0 . 0 35 . 7 0 . 0 4. 4 120 FTG 6E4T PE 0 . 0 44 27 . 3 0 . 0 29 . 4 0 . 0 0 . 017 TL 377 . 08 PV Pipe : 40 74 .2 2 . 703 PL 246 .50 PF 5 . 5 25 27 . 3 0 . 0 35 . 6 0 . 0 4 . 1 120 FTG 6E4T PE 0 . 0 45 27 . 3 0 . 0 30 . 1 0 . 0 0 . 015 TL 377 . 08 PV Pipe: 41 70 .2 2 . 703 PL 246 . 50 PF 5 . 0 26 27 . 3 0 . 0 35 . 5 0 . 0 3. 9 120 FTG 6E4T PE 0 . 0 46 27 . 3 0 . 0 30 . 5 0 . 0 0 . 013 TL 377 . 08 PV Pipe: 42 67 .2 2 . 703 PL 246 . 50 PF 4 . 6 27 27 . 3 0 . 0 35 . 5 0 . 0 3. 8 120 FTG 6E4T PE 0 . 0 47 27 . 3 0 . 0 30 . 9 0 . 0 0 . 012 TL 377 . 08 PV Pipe : 43 65 . 0 2 . 703 PL 246 . 50 PF 4 . 3 28 27 . 3 0 . 0 35 . 4 0 . 0 3 . 6 120 FTG 6E4T PE 0 . 0 48 27 . 3 0 . 0 31 . 1 0 . 0 0 . 011 TL 377 . 08 PV Pipe : 44 65 . 4 2 . 703 PL 245 . 00 PF 4 . 1 29 27 . 3 0 . 0 35 . 4 0 . 0 3 . 7 120 FTG 4E4T PE 0 . 0 49 27 . 3 0 . 0 31 . 3 0 . 0 0 . 012 TL 356 . 92 PV Pipe: 45 64 . 5 2 . 703 PL 245 . 00 PF 4 . 0 30 27 . 3 0 . 0 35 . 4 0 . 0 3 . 6 120 FTG 4E4T PE 0 . 0 50 27 . 3 0 . 0 31 . 4 0 . 0 0 . 011 TL 356 . 92 PV Pipe : 46 64 . 0 2 . 703 PL 245 . 00 PF 4 . 0 31 27 . 3 0 . 0 35 . 4 0 . 0 3 . 6 120 FTG 4E4T PE 0 . 0 51 27 . 3 0 . 0 31 . 4 0 . 0 0 . 011 TL 356 . 92 PV Pipe : 47 63 . 9 2 . 703 PL 245 . 00 PF 4 . 0 32 27 . 3 0 . 0 35 . 4 0 . 0 3 . 6 120 FTG 4E4T PE 0 . 0 ` 52 27 . 3 0 . 0 31 . 4 0 . 0 0 . 011 TL 356 . 92 PV _l Pipe : 48 1184 . 8 6 . 357 PL 26 . 00 PF 1 . 0 40 27 . 3 0 . 0 26 . 6 0 . 0 12 . 0 120 FTG ---- PE 0 .2 59 26 . 9 0 . 0 25 . 8 0 . 0 0 . 038 TL 26 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE : 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B.SDF JOB TITLE: GAYTEWAY B PIPE TAG Q (GPM) DIA (IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) STJM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 49 1184 . 8 6 . 357 PL 54 . 00 PF 3 . 5 59 26 . 9 0 . 0 25 . 8 0 . 0 12 . 0 120 FTG T PE 0 . 0 60B 26 . 9 0 . 0 22 .2 0 . 0 0 . 038 TL 92 . 00 PV Pipe : 50 788 . 6 6 . 357 PL 10 . 00 PF 0 .2 60B 26. 9 0 . 0 22 .2 0 . 0 8 . 0 120 FTG ---- PE 0 . 0 61B 26. 9 0 . 0 22 . 1 0 . 0 0 . 018 TL 10 . 00 PV Pipe : 51 394 . 0 6 . 357 PL 10 . 00 PF 0 . 0 61B 26 . 9 0 . 0 22 . 1 0 . 0 4 . 0 120 FTG ---- PE 0 . 0 62B 26 . 9 0 . 0 22 . 0 0 . 0 0 . 005 TL 10 . 00 PV Pipe : 52 396 . 2 3 . 314 PL 2 . 00 PF 5 . 5 60B 26 . 9 0 . 0 22 .2 0 . 0 14 . 7 120 FTG 2T PE -0 . 9 60T 28 . 9 0 . 0 15 . 9 0 . 0 0 . 120 TL 45 . 68 PV Pipe : 53 100 .2 3 . 314 PL 6 . 00 PF 0 . 1 60T 28 . 9 0 . 0 15 . 9 0 . 0 3 . 7 120 FTG ---- PE 0 . 0 12A 28 . 9 25.2 15 . 8 100 .2 0 . 009 TL 6 . 00 PV Pipe: 54 296 . 0 3 . 314 PL 4 . 00 PF 0 . 3 60T 28 . 9 0 . 0 15 . 9 0 . 0 11 . 0 120 FTG - -- PE 0 . 0 11A 28 . 9 25 .2 15 . 6 99 . 5 0 . 070 TL 4 . 00 PV Pipe: 55 196 . 6 3 . 314 PL 10 . 00 PF 0 . 3 11A 28 . 9 25 .2 15 . 6 99 . 5 7 .3 120 FTG ---- PE 0 . 0 10A 28 . 9 25 .2 15 . 3 98 . 4 0 . 033 TL 10 . 00 PV Pipe : 56 98 . 1 3 . 314 PL 9 . 50 PF 0 . 1 10A 28 . 9 25 .2 15 . 3 98 . 4 3 . 7 120 FTG ---- PE 0 . 0 9A 28 . 9 25 .2 15 . 2 98 . 1 0 . 009 TL 9 . 50 PV Pipe : 57 394 . 5 3 . 314 PL 2 . 00 PF 5 . 5 61B 26 . 9 0 . 0 22 . 1 0 . 0 14 . 7 120 FTG 2T PE - 0 . 9 61T 28 . 9 0 . 0 15 . 7 0 . 0 0 . 119 TL 45 . 68 PV Pipe: 58 99 . 8 3 . 314 PL 6 . 00 PF 0 . 1 61T 28 . 9 0 . 0 15 . 7 0 . 0 3 . 7 120 FTG ---- PE 0 . 0 8A 28 . 9 25 .2 15 . 7 99 . 8 0 . 009 TL 6 . 00 PV Pipe: 59 294 . 8 3 . 314 PL 4 . 00 PF 0 . 3 61T 28 . 9 0 . 0 15 . 7 0 . 0 11 . 0 120 FTG ---- PE 0 . 0 7A 28 . 9 25 .2 15 . 4 99 . 0 0 . 070 TL 4 . 00 PV Pipe: 60 195 . 7 3 . 314 PL 10 . 00 PF 0 . 3 7A 28 . 9 25 .2 15 . 4 99 . 0 7 . 3 120 FTG ---- PE 0 . 0 6A 28 . 9 25 .2 15 . 1 98 . 0 0 . 033 TL 10 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE : 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B . 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: 61 97 . 7 3 . 314 PL 9 . 50 PF 0 . 1 6A 28 . 9 25 .2 15 . 1 98 . 0 3 . 6 120 FTG ---- PE 0 . 0 5A 28 . 9 25 .2 15 . 0 97 . 7 0 . 009 TL 9 . 50 PV Pipe : 62 394 . 0 3 . 314 PL 2 . 00 PF 5 . 4 62B 26 . 9 0 . 0 22 . 0 0 . 0 14 . 7 120 FTG 2T PE -0 . 9 62T 28 . 9 0 . 0 15 . 7 0 . 0 0 . 119 TL 45 . 68 PV Pipe: 63 99 . 6 3 . 314 PL 6 . 00 PF 0 . 1 62T 28 . 9 0 . 0 15 . 7 0 . 0 3 . 7 120 FTG ---- PE 0 . 0 4A 28 . 9 25 .2 15 . 6 99 . 6 0 . 009 TL 6 . 00 PV Pipe : 64 294 . 4 3 . 314 PL 4 . 00 PF 0 . 3 62T 28 . 9 0 . 0 15 . 7 0 . 0 11 . 0 120 FTG ---- PE 0 . 0 3A 28 . 9 25 .2 15 . 4 98 . 9 0 . 070 TL 4 . 00 PV Pipe: 65 195 . 5 3 . 314 PL 10 . 00 PF 0 . 3 3A 28 . 9 25 .2 15 . 4 98 . 9 7 . 3 120 FTG ---- PE 0 . 0 2A 28 . 9 25 .2 15 . 1 97 . 9 0 . 033 TL 10 . 00 PV Pipe : 66 97 . 6 3 . 314 PL 9 . 50 PF 0 . 1 2A 28. 9 25 . 2 15 . 1 97 . 9 3 . 6 120 FTG ---- PE 0 . 0 lA 28 . 9 25 . 2 15 . 0 97 . 6 0 . 009 TL 9 . 50 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 . 066 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19 . 2 ft/sec at pipe 24 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE : 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B. 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 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 -------------------------------------------------------- F F45Ell 2 . 703 9 . 33 18 . 65 6 . 22 21 . 76 10 . 88 1 . 55 15 . 54 15 . 54 18 . 65 4 . 67 3 . 314 10 . 19 21 . 84 7 .28 23 .29 14 . 56 1 . 46 18 . 93 18 . 93 21 . 84 5 . 10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B. SDF JOB TITLE: GAYTEWAY B WATER SUPPLY ANALYSIS Static: 87 . 00 psi Resid: 64 . 00 psi Flow: 5000 . 0 gpm 100 . 0 LEGEND l� 80 . 0 1 gAvailable pressure 84 . 72 psi @ 1434 . 8 gpm G A 2 2 gRequired pressure U 73 . 06 psi @ 1434 . 8 gpm G E 60 . 0 A. Source Supply Curve P B. System Demand Curve R E S S 40 . 0 U R E ( 20 . 0 P B s i 0 . 0 _ _-.._..--_.,_...__...._...._.._....�...._..—....——.. ._____�.__.. -14 . 7 I 10(150120002500 3000 3500 4000 4500 5000 FLOW (GPM) Note : (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/9/2019YTEWAY BLDG C\DOCUMENTS\HYDRAULIC CALCS\GAYTEWAYC-SYS2B. SDF JOB TITLE : GAYTEWAY B WATER SUPPLY CURVE 96+ 88*\\ 1 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 . 06 psi @ 1434 . 8 gpm " 8+ " 0 = Available Water Supply " 84 .72 psi @ 1434 . 8 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) A Taco Avenue East TRIOT Fire Sprinklers Save Llvesl Tacoma, WA 98424 FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 Fire Protection Submittal Seismic Bracing Calculations For Gayteway Business Park Building C 20015 — 67th Avenue NE Arlington, WA 98223 For Sierra Construction Company 14800 NE North Woodinville Way Woodinville, WA 98072 P ATR�N INC. ,. Job #11 -2192 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 C Address: 2707-70th Ave E �-�•� Tacoma,WA 98424 20015-67th Ave NE Phone: 253-926-2290 Pbwsrira&WssW01"e Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 13'6" (4.115 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60°Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.54"(14 mm) Seismic Brace Assembly Detail L/R Value 300 TOLCO 825 Max Horizontal Load 966 Ibs(438 kg) BAR JOIST WAYIG.BRACE ATTACHMENT TOLCO FIG.980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT osl Orientation to Connecting Surface NFPA Type F STEEL PIPE ,astener Type Fiq.825 Across Beam �'f Diameter N/A Length N/A % i Maximum Load 1744 Ibs k TOLCO FIG. 1001 791 9) FAST CLAMP Brace Identification on Plans SB-1 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) 2.5"(65 mm) Sch.7 186 ft(56.7 m) 186 ft(56.7 m) 5.1 lb/ft(7.59 kg/m) 949 Ibs(430 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 1453 Ibs(659 kg) Wp(incl. 15%) 1671 Ibs(758 kg) Main Size Type/Sch. Spacing(ft) ITotal(Fpw) 884 Ibs(401 kg) 6" Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) fTOLBraceT"Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE F.T*N iuwvdap Bus#wssWwfdxdds Brace Identification SB-1 Brace Type (Per NFPA#13) NFPA Type F 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 13'6" (4.12 m) Slenderness Ratio used for Load Calculation 300 True Angle of Brace for Calculation 60' Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch,10 Steel Pipe(152.4 mm) 20 ft(6.1 m) 2 5"Sch.7 Steel Pipe(63.5 mm) 186 ft(56.7 m) 1"Sch-40 Steel Pipe(25.4 mm) 21 ft(6.4 m) A—s--ors-�ta7 e CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 jPietro Demonte 1 e 5541-0610-C Level e 1 Patriot Fire Protection, Inc 1 e PATRIFP099CF 1 e e 1 AA "- 4-8 Explres 1 e Slgn�turs Dato 12131/1 1 G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 883 Ibs (401 kg) Material Capacity 966 Ibs (438 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 TOI-BraceT 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 C Address: 2707-70th Ave E Tacoma,WA 98424 F.ToN 20015-67th Ave NE Amdru8minmWakWe Phone: 253-926-2290 Arlington,VVA License: Job#11-2192 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.41-A Clamp 1600 Ibs(726 kg) 1386 Ibs(629 kg) Fig.980 Universal Swivel 2015 Ibs(914 kq) 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 TOLCOTI components only.Use of any Least Rad.of Gyration 0.54" (14 rrim) other components voids these calculations and the listing of the assembly, Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 2173 Ibs 986 k �`�e1OCMat» .•u+r�ra���a i Fastener Information Orientation to Connecting Surface NFPAType I ,astener ouciii.uucn Type Fig.825 Along Beam /. Diameter N/A } Length N/A r'r' © - Maximum Load 1744 Ibs(791 kg) Brace Identification on Plans SB-2 Prying Factor N/A Brace Type Lateral[ ] Longitudinal [X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) C = 05289 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) s" Sch.10 eo Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBracel Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 _ 20015-67th Ave NE Powering Roor"tWwwwwo Brace Identification SB-2 Brace Type(Per NFPA#13) NFPA Type Braced Pipe (ft) 6" Sch.10 Steel Pipe Spacing of Rracf- 80' 0" (24.38 m) Orientation of Brace Longitudinal 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) 180 ft(24 4 m) �-- s WASNINOTON STATE v I CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 Y Pietro Demonte 1 15541-0610-C Level 1 1 Patriot Fire Protection, Inc. j PATRIFP099C�F j Expires ' 1 1213111 Isneture Det� rrr.w.+esrr�w ��•���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 2173 Ibs(986 kg) Fastener Capacity 1744 Ibs (791 kg) Fig.41-A Clamp 1386 Ibs (629 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by Pietro Demonte .The description of the Structural Member is for informational purposes only. TOI-BraceTM software calculates the brace assembly only,not the structure it is attached to Calculated with TOLBrace-8 Visit us at www.tolco.corn TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E Tacoma,WA 98424 6_'[*N 20015-67th Ave NE Phone: 253-926-2290 Pawq#(v8usirrs WMdwide Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 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 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 200 825 Max Horizontal Load 1310 Ibs(594 kg) BAR JOIST SWAYIG.BRACE ATTACHMENT nn TOLCO FIG,980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT o! Orientation to Connecting Surface NFPA Type H STEEL PIPE Istener / Type Fig.825 Along Beam Diameter N/A ' Length N/A Maximum Load 1425 Ibs (646 kg) TOLC AST CLAMP/ Brace Identification on Plans SB-3 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) 2.5"(65 mm) Sch.7 186 ft(56.7 m) 186 ft(56.7 m) 5.1 lb/ft(7.59 kg/m) 949 Ibs(430 kg) 2"(50 mm) Sch.40 10.5 ft(3.2 m) 10.5 ft(3.2 m) 5.13 lb/ft(7.63 kg/m) 54 Ibs(24 kg) 1.5"(40 mm) Sch.40 10 ft(3 m) 10 ft(3 m) 3.61 lb/ft(5.37 kg/m) 36 Ibs(16 kg) Subtotal Weight 1275 Ibs(578 kg) Wp(incl. 15%) 1466 Ibs(665 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 775 Ibs(352 kg) 4" sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) ITOLBraceT Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 o, a ra r 20015-67th Ave NE ta� Powwir9 8�sirosrWaldwida Brace Identification SB-3 Brace Type (Per NFPA#13) NFPA Type H Braced Pipe (ft) 4" Sch.10 Steel Pipe Spacing of Brace 20' 0" (6.1 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 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) 20 ft(6.1 m) 2 5"Sch.7 Steel Pipe(63.5 mm) 186 ft(56.7 m) 2"Sch.40 Steel Pipe(50.8 mm) 10.5 ft(3.2 m) 1 5"Sch 40 Steel Pipe(38.1 mm) 10 ft(3 m) WAS 1 CERT F CATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 1 1 1 Pietro Demonte 1 1 5541-0610-C Level 1 Patriot Fire Protection, Inc. 1 1 PATRIFP099CF i 1 1 Expires 1 1 I�eture Dnto 1413111. 11 G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 775 Ibs (352 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 TOLBraceT software calculates the brace assembly only,not the structure it is attached to, Calculated with TOLBrace-6 Visit us at www.tolco,com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E Tacoma,WA 98424 6_T*N 20015-67th Ave NE Phone: 253-926-2290 ftedrvBusinessW&OWde Arlington. WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"_(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4LA Clamp 1000 Ibs(454 kg) 707 Ibs(321 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 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 TOLCO-Im 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 iraa°nea°- Max Horizontal Load 1310 Ibs (594 kg) 'i 'w�1 a WYtA.t.r.. Fastener Informationou Orientation to Connecting Surface NFPAType E Istener B-LMI /,pe�Y MNlOt AfTAO°Mllf Type Fig.825 Across Beam /e Diameter N/A Length N/A r� Maximum Load 1425 Ibs (646 kg) U ne.0 no«. �r•r� t°'-ir es� Brace Identification on Plans SB-4 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 {TOLBrace' Version 81 Use of TOLBraceT is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE Patwrirq 8�rirosrWGfdwide Brace Identification SB-4 Brace Type(Per NFPA#13) NFPAType E Braced Pipe (ft) 4"Sch.10 Steel Pipe Spacing of Rrsnp. 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 4"Sch 10 Steel Pipe(101.6 mm) 180 ft(24 4 m) .................. r CERTIFICATE OF COMPETENCY r FIRE PROTECTION SPRINKLER SYSTEMS r jPietro Demonte i r 5541-0610-C Level Y Patriot Fire Protection, Inc. It P TRIFP099CF r r n , r r Sl4nature Det� 1sf31119 r 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.41-A 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 TOLBraceT"'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 C Address: 2707-70th Ave E At Tacoma,WA 98424 6.T*N 20015-67th Ave NE Pow dreadsimssmddwide Phone: 253-926-2290 Arlington,WA License: Job 4 11-2192 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 kq) 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 mm) - - Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 13101 594 k TOLCO FIG. 825— -- ( 9) BAR JOIST SWAY BRACE — —------ - — ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT 021 Orientation to Connecting Surface NFPAType H STEEL PIPE Istener i Type Fig.825 Along Beam i Diameter N/A Length N/A f� Maximum Load 1425 Ibs 646 k TOLCO FIG. 1001 ( g) FAST CLAMP Brace Identification on Plans SB-5 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 40 It(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) ITOLBracel Version 81 Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE Ibwvnip B�rirw,srWaddwida Brace Identification SB-5 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) 140ft(12 2 m) Y sitJNO earvrrr�r�rrrrfiAY� CERTIFICATE OF COMPETENCY 8 0 FIRE PROTECTION SPRINKLER SYSTEMS (� i Pietro Demonte 1 5541-0610-C Level j CPatriot Fire Protection, Inc. 1 PATRIFP099CF � d � ture �i/� lxplree � 14131/1A Date Urrr—r—rr-11�r!l I�IMIIerro�wN� 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. TOLBraceT software calculates the brace assembly only,not the structure it is attached to Calculated with TOLBrace-8 Visit us at www.tolco corn TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E Tacoma,WA 98424 6_T*N 20015 67th Ave NE Phone: 253-926-2290 1b"arrmBuaMnmWafdii* Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.41-A Clamp 1600 Ibs(726 kg) 1131 Ibs(513 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 °WIItOlC011A7r1 Max Horizontal Load 1310 Ibs(594 kg) w.v.su:w,Y Oi� Fastener Information Orientation to Connecting Surface NFPAType E Nam Istener "w.'.OLC0,0 A� ...a.n.P.WW Type Fig.825 Across Beam /. Diameter N/A Length N/A Maximum Load u 10 1425 Ibs(646 kg) .-410 p- rwl W'•+r qa7 Brace Identification on Plans SB-6 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 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 (TOLBrace'"Version 8) Use of TOLBraceT"Is subject to terms and conditions per the end user license agreement TOLBraceT°" Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE U'�-t ON kwv#n9 ammo cWprl"t Brace Identification SB-6 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 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 6"Sch 10 Steel Pipe(152 4 mm) 80 ft(24 4 m) m r r r r r r r r r r r r r rer, WASHINGTON STATE CERTIFICE OF COMPETENCY U FIRE PROTE TON SPRINKLER SYSTEMS B B p Pietro Demonte 5541-0610-C Level u Patriot Fire Protection, Inc. 1 PATRIFP099CF 1 P-11-c rrrrr�raara.rrrrrr rJ 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 TOLBraceTM 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 C Address: 2707-70th Ave E �_�•� Tacoma,WA 98424 20015-67th Ave NE Phone: 253-926-2290 PbmdrgBusimssWarfdwide Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) Type of Brace Sch. 10 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 nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT _ Orientation to Connecting Surface NFPA Type H STEEL PIPE Istener Type Fig.825 Along Beam Diameter N/A Length N/A i Maximum Load 1425 Ibs 46 k TOLCO FIG. 1001 6 �-- g) 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 40 ft(12.2 m) 40 ft(12.2 m) 123.03 lb/ft(34.27 kg/m) 921 Ibs(418 kg) Subtotal Weight 921 Ibs(418 kg) Wp(incl. 15%) 1059 Ibs(480 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 560 Ibs(254 kg) s" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) (TOLBrace'"Version 81 Use of TOLBracelm Is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE 1 �� pt"whv BurirlusrlNt dMda Brace Identification SB-7 Brace Type (Per NFPA#13) NFPAType 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) 40 ft 02 2 m) ---------..rrr—oaer7 WASHINGTON STATE d CERTIFICATE OF COMPETENCY B FIRE PROTECTION SPRINKLER SYSTEMS Q Pietro Demonte 5541-0610-C Level Patriot Fire Protection, Inc. PATRIFP099CF � Expi5111 ; ' 12131 � �yreruro O�l� e rrrrr.�rr r�rrr�r 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 TOLBrace-6 Visit us at www.tolco cam TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E Tacoma,WA 98424 F.T*N 20015-67th Ave NE Phone: 253-926-2290 Pbo9ri o BuNimsWWdwide - - - Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 13'6"(4.115 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 kq) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig 825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60°Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for TOLCOTM components only Use of any other components voids these calculations and the listing of the assembly Least Rad.of Gyration U.54" (14 mm) Seismic Brace Assembly Detail L/R Value 300 Max Horizontal Load 966 Ibs (438 kg) BAR JOIST SWAY BRACE ATTACHMENT n�l TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Orientation to Connecting Surface NFPAType F OS� STEEL PIPE 'Istener i Type Fig.825 Across Beam Diameter N/A Length N/A Maximum Load 1744 Ibs (791 kg) TOLCO FIG. 1001 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) C = 0.5289 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 23.03 lb/ft(34.27 kg/m) 230 Ibs(104 kg) 3"(80 mm) Sch.7 136 ft(41.5 m) 136 ft(41.5 m) 7.18 Ib/ft(10.68 kg/m) 976 Ibs(443 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 1249 Ibs(567 kg) Wp(incl. 15%) 1436 Ibs(652 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 760 Ibs(345 kg) 6" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) (TOLBraceTM Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE IF s I •V Powwiny 6vrinesrWaldx+da Brace Identification SB-8 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 10' 0" (3.05 m) Orientation of Brace Lateral Bracing Material 1.25"Sch.40 Maximum Brace Length 13'6" (4.12 m) Slenderness Ratio used for Load Calculation 300 True Angle of Brace for Calculation 60' Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 10 ft(3 m) 3"Sch.7 Steel Pipe(762 mm) 136 ft(41-5 in) 1"Sch.40 Steel Pipe(25.4 mm) 21 ft(6.4 m) r r r w WASNINGTON STATE—== , 1 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 jPietro Demonte j 1 5541-0610-C Level 1 1 Patriot Fire Protection, Inc. 1 j PATRIFP099CF 1 �'y Expirxtt 1 1 141311 1 1 Ignntur� DMA � rrrrrrrrrrrwrrrwww G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 760 Ibs (345 kg) Material Capacity 966 Ibs (438 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 TOI-BraceT software calculates the brace assembly only,not the structure it is attached to Calculated with TOLBrace-8 Visit us at www.tolco.corn TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E �_�•� Tacoma,WA 98424 20015-67th Ave NE PawgringBusimssWaddtvrde Phone: 253-926-2290 Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 13'6"(4.115 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. `Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCOT"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.54"(14 mm) Seismic Brace Assembly Detail L/R Value 300 Max Horizontal Load 966 Ibs (438 kg) BAR JOIST SWAY BRACE , ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT o tl Orientation to Connecting Surface NFPA Type F STEEL PIPE 'Istener Type Fig.825 Across Beam , i Diameter N/A i Length N/AFIG. 1001 i Maximum Load 1744 Ibs (791 kg) TOLC AST CLAMP 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 6"(150 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 23.03 lb/ft(34.27 kg/m) 230 Ibs(104 kg) 2.5"(65 mm) Sch.7 136 ft(41.5 m) 136 ft(41.5 m) 5.1 lb/ft(7.59 kg/m) 694 Ibs(315 kg) 2"(50 mm) Sch. 10 102 ft(31.1 m) 102 ft(31.1 m) 4.22 lb/ft(6.28 kg/m) 430 Ibs(195 kg) 1"(25 mm) I Sch.40 42 ft(12.8 m) 42 ft(12.8 m) 2.05 lb/ft(3.05 kg/m) 86 Ibs(39 kg) Subtotal Weight 1440 Ibs(653 kg) Wp(incl. 15%) 1656 Ibs(751 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 876 Ibs(397 kg) 6" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) ITOLBraceT Version 81 Use of TOLBraceT"'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 �v 20015-67th Ave NE ..� Powwrfng Raor"sWwfduadc Brace Identification SB-9 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 6"Sch.10 Steel Pipe Snaring of RracP 10'0" (3.05 m) Orientation of Brace Lateral Bracing Material 1.25"Sch.40 Maximum Brace Length 13'6"(4.12 m) Slenderness Ratio used for Load Calculation 300 True Angle of Brace for Calculation 60° Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152-4 mm) 10 ft(3 m) 2 5"Sch.7 Steel Pipe(63.5 mm) 136 ft(41.5 m) 2"Sch 10 Steel Pipe(50.8 mm) 102 ft(31-1 m) 1"Sch 40 Steel Pipe(25 4 mm) 42 ft(12 8 m) --------------------WSHIN ' r STTE CERT FICATE OF�COMPE TENCY FIRE PROTECTION SPRINKLER SYSTEMS r jPietro Demonte r r 5541-0610-C Level j Patriot Fire Protection, Inc. ; PATRIFP099CF r r '744 Expires r r lynaturo pate 12/31f1 r .rrr r r r--ter—W weem G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 876 Ibs (397 kg) Material Capacity 966 Ibs (438 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 TOLBrace-8 Visit us at www.talco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E Tacoma,WA 98424 F..T*N 20015-67th Ave NE Pbmiku&s#es~dWde Phone: 253-926-2290 Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 13'6" (4.115 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25"Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg) 1955 Ibs(887 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 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 300 TOLCO FIG. 825 Max Horizontal Load 788 Ibs (357 kg) BAR JOIST SWAY BRACE ATTACHMENT nn TOLCO FIG. 980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT OS Orientation to Connecting Surface NFPA Type H STEEL PIPE )astener / Type FBI .825 Along Beam / Diameter N/A Length N/A / Maximum Load 1425 Ibs 646 k TOLCO FIG. 1001 ( g) FAST CLAMP Brace Identification on Plans SB-10 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 10 ft(3 m) 10 ft(3 m) 23.03 lb/ft(34.27 kg/m) 230 Ibs(104 kg) 3"(80 mm) Sch.7 136 ft(41.5 m) 136 ft(41.5 m) 7.18 lb/ft(10.68 kg/m) 976 Ibs(443 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 1249 Ibs(567 kg) Wp(incl. 15%") 1436 Ibs(652 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 760 Ibs(345 kg) 6" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 lb(1832 kg) ITOLBraceT Version 81 Use of TOLBraceT"'is subject to terms and conditions per the end user license agreement TOLBraceT"' Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE F=T*N Pamthv 8dsihwWaddwJdc Brace Identification SB-10 Brace Type (Per NFPA#13) NFPAType H Braced Pipe (ft) 6"Sch.10 Steel Pipe Spacing of Brace 10'0" (3.05 m) Orientation of Brace Lateral Bracing Material 1.25"Sch.40 Maximum Brace Length 13'6" (4.12 m) Slenderness Ratio used for Load Calculation 300 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) 10 ft(3 m) 3"Sch.7 Steel Pipe(76.2 mm) 136 ft(41 5 m) 1"Sch 40 Steel Pipe(25.4 mm) 21 ft(6.4 m) rrrrrrrrrrr�rr; WASNINOTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS ; j Pietro Demonte 5541-0610-C Level I 1 Patriot Fire Protection,Inc. I PATRIFP099CF ExPlr�s ; I 1213111 Signature rr,�^rrr rrrrrrr+�rr G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 760 Ibs(345 kg) Material Capacity 788 Ibs (357 kg) Fastener Capacity 1425 Ibs (646 kg) Fig. 1001 Clamp 1955 Ibs (887 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 TOLBrace-6 Visit us al www.tolco.corn TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E =�•� Tacoma,WA 98424 20015-67th Ave NE Powsdra&s1wssWMdw0e Phone: 253-926-2290 Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length T 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" 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 mm) 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 OS Orientation to Connecting Surface NFPAType H STEEL PIPE Istener Type Fig.825 Along Beam Diameter N/A 4 Length N/A Maximum Load FIG. 1001 1425 Ibs (646 kg) TOLCO AST CLAMP Brace Identification on Plans SB-11 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 10 ft(3 m) 10 ft(3 m) 11.78 lb/ft(17.53 kg/m) 118 Ibs(54 kg) 2.5"(65 mm) Sch.7 136 ft(41.5 m) 136 ft(41.5 m) 5.1 lb/ft(7.59 kg/m) 694 Ibs(315 kg) 2"(50 mm) Sch.40 12 ft(3.7 m) 12 ft(3.7 m) 5.13 lb/ft(7.63 kg/m) 62 Ibs(28 kg) 1.5"(40 mm) Sch.40 10 ft(3 m) 10 ft(3 m) 3.61 lb/ft(5.37 kg/m) 36 Ibs(16 kg) Subtotal Weight 910 Ibs(413 kg) Wp(incl. 15%) 1046 Ibs(475 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 553 Ibs(251 kg) 4" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) JOLBraceT Version 81 Use of TOLBraceTM Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 _ 20015-67th Ave NE U=T i3twwr V Awih sWiWd6Wde Brace Identification SB-11 Brace Type (Per NFPA#13) NFPAType H Braced Pipe (ft) 4" Sch.10 Steel Pipe Sparing of Ware 10' 0" (3.05 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 4"Sch 10Steel Pipe(101 6 mm) 10 ft(3 m) 2 5"Sch 7 Steel Pipe(63.5 mm) 136 ft(41 5 m) 2"Sch 40 Steel Pipe(50 8 mm) 12 ft(3.7 m) 1-5"Sch-40 Steel Pipe(38.1 mm) 10 ft(3 m) �r WASNINOTONSTATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS jPietro Demonte j 15541-0610-C Level i Patriot Fire Protection, Inc. I j PATRIFP099CF I 4 J�i/' Yxplras I 12131/19 Slgneturs Oats rrr rwrrrrrrr rw,wirrrrr G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 553 Ibs (251 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-8 Visit us at wwwtolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E Tacoma,WA 98424 F. 20015-67th Ave NE PI0MArlf81WfflS8W6!1 qde Phone: 253-926-2290 Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTm Brace Components Maximum Brace Length 10'6" (3.2 m) TOLCO"m Component Listed Load Adjusted Load Diameter of Brace 1" Sch.40 Fig. 1001 Clamp 2015 Ibs(914 kg) 1745 Ibs(792 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs(791 kg) 60° Min. "Calculation Based on CONCENTRIC Loading Angle of Brace 'Please Note:These calculations are for 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 300 Max Horizontal Load 713 Ibs 323 k TOLCO FIG. - ( 9) BAR JOIST SWAY BRACE ATTACHMENT n�z TOLCO FIG. 980 1J Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT o sl lOrientation to Connecting Surface NFPAType F STEEL PIPE fastener Type Fig.825 Across Beam Diameter N/A Length N/A FIG. 1001 Maximum Load 1744 Ibs (791 kg) TOLCO AST CLAMP Brace Identification on Plans SB-12 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 10 ft(3 m) 10 ft(3 m) 11.78 lb/ft(17.53 kg/m) 118 Ibs(54 kg) 2.5"(65 mm) Sch.7 136 ft(41.5 m) 136 ft(41.5 m) 5.1 lb/ft(7.59 kg/m) 694 Ibs(315 kg) 2"(50 mm) Sch.40 12 ft(3.7 m) 12 ft(3.7 m) 5.13 lb/ft(7.63 kg/m) 62 Ibs(28 kg) 1.5"(40 mm) Sch.40 10 ft(3 m) 10 ft(3 m) 3.61 lb/ft(5.37 kg/m) 36 Ibs(16 kg) Subtotal Weight 910 Ibs(413 kg) Wp(incl. 15%) 1046 Ibs(475 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 553 Ibs(251 kg) 4" Sch.10 10 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) {TOLBraceT Version 81 Use of TOLBraceTm is subject to terms and conditions per the and user license agreement T41-13raceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE FAT*N Pbwwiw B�rinesrlNwldudda Brace Identification SB-12 Brace Type (Per NFPA#13) NFPA Type F Braced Pipe (ft) 4"Sch.10 Steel Pipe Spacing of Brace 10'0" (3.05 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 10'6" (3.2 m) Slenderness Ratio used for Load Calculation 300 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) 10 ft(3 m) 2-5"Sch.7 Steel Pipe(63.5 mm) 136 ft(41-5 m) 2"Sch.40 Steel Pipe(50.8 mm) 12 ft(3 7 m) 1 5"Sch-40 Steel Pipe(38.1 mm) 10 ft(3 m) r r r r rr WASrr NiNr rrGTON STATErrrrr r r r r7 1 CERTIFICATE OF COMPETENCY 1 1 FIRE PROTECTION SPRINKLER SYSTEMS 1 1 j Pietro Demonte 1 1 5541-0610-C Level 1 1 Patriot Fire Protection, Inc. 1 1 PATRIFP099CF 1 1 1 1 / 12131/19 1 1 Ignsture Date � rrrrrr.�rrrrrrrrrrr G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 553 Ibs (251 kg) Material Capacity 713 Ibs (323 kg) Fastener Capacity 1744 Ibs(791 kg) Fig. 1001 Clamp 1745 Ibs(792 kg) Fig.980 Universal Swivel 1745 Ibs (792 kg) Structural Member STEEL BAR JOIST Calculations prepared by 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 Calculatedwith TOLBraceT.8 Visit us at www tolmcom TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E �-�• Tacoma,WA 98424 20015-67th Ave NE Phone: 253-926-2290 PotwrmOvs/ressl brWde Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig 41-A Clamp 1000 Ibs(454 kg) 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° 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) 0 •lKlfOt LO MAD ! Fastener Information '"AY Fastener Orientation to Connecting Surface NFPAType H ,Istener .�Aerae�nou PR."MA01WOn/tM Type Fig.825 Along Beam /. Diameter N/A - i Length N/A Maximum Load 1425 Ibs (646 kg) A.� A. ,r-era, p'• r Brace Identification on Plans SB-13 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 (TOLBrace"Version 8) Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE U"A•V A 4Wfnp QusirossKW64dc Brace Identification SB-13 Brace Type (Per NFPA#13) NFPA Type H 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 Along Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch 10 Steel Pipe(101 6 min) 80 ft(24.4 m) —m w or my0rrrw rlrwrruonvm� WASHINGTON STATE t CERTIFICATE OF COMPETENCY t t FIRE PROTECTION SPRINKLER SYSTEMS e Pietro Demonte t t 5541-0610-C Level 1 Patriot Fire Protection, Inc. t t PATRIFP099CF t t /_ /`— 12l3111A tn t IyMhuo DetO rrr..rr.„d � rrw�ll�er sr•.r.�r� 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.41-A 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. TOLBraceT software calculates the brace assembly only,not the structure it is attached to Calculated with TOI-BraceT 8 Visit us at www tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Patriot Fire Protection,Inc. Project Address: Gayteway Bldg C Address: 2707-70th Ave E Tacoma,WA 98424 EM 20015-67th Ave NE Phone: 253-926-2290 PaweAoMiwssWcvWde Arlington,WA License: Job#11-2192 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 13'6" (4.115 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1.25" Sch.40 Fig. 1001 Clamp 2765 Ibs(1254 kg; 2395 Ibs(1086 kg) Fig.980 Universal Swivel 2015 Ibs(914 kg) 1745 Ibs(792 kg) Type of Brace Sch. 10 Fig.825 Across Beam 2015 Ibs(914 kg) 1744 Ibs (791 kg) *Calculation Based on CONCENTRIC Loading Angle of Brace 60' Min. *Please Note:These calculations are for 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 300 s 438 k TOLCO FIG. 825 Max Horizontal Load 966 Ib - - - - ( 9) BAR JOIST SWAY BRACE ATTACHMENT �nn TOLCO FIG.980 U Fastener Information UNIVERSAL SWAY BRACE ATTACHMENT Ot Orientation to Connecting Surface NFPA Type F STEEL PIPE ,:Istener Type Fig.825 Across Beam - i Diameter N/A Length N/A FIG. 1001 Maximum Load 1744 Ibs (791 kg) TOLC AST CLAMP Brace Identification on Plans SB-14 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.7 128 ft(39 m) 128 ft(39 m) 7.18 Ib/ft(10.68 kg/m) 919 Ibs(417 kg) Subtotal Weight 1380 Ibs(626 kg) Wp(incl. 15%) 1587 Ibs(720 kg) Main Size Type/Sch. Spacing(ft) Total(Fpw) 839 Ibs(381 kg) 6" Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) 4039 Ib(1832 kg) ITOLBraceT"'Version 81 Use of TOLBraceT is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Gayteway Bldg C Job# 11-2192 20015-67th Ave NE U A•N PoKWW fA�rir»srlNwfdwidc Brace Identification SB-14 Brace Type (Per NFPA#13) NFPAType F Braced Pipe (ft) 6"Sch.10 Steel Pipe Sparing of Brace 20'0" (6.1 m) Orientation of Brace Lateral Bracing Material 1.25"Sch.40 Maximum Brace Length 13' 6"(4.12 m) Slenderness Ratio used for Load Calculation 300 True Angle of Brace for Calculation 60' Type of Fastener Fig.825 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch 10 Steel Pipe(152 4 mm) ­7720 ft(6 1 m) 3"Sch 7 Steel Pipe(76 2 mm) 128 ft(39 m) CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS ' p Pietro Demonte 5541-0610-C Level i Patriot Fire Protection, Inc. II p PATRIFP099CF A A li A 9 f r/l9 Explrua ly=aturo pate 12131119 G-Factor Used 0.5289 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 839 Ibs (381 kg) Material Capacity 966 Ibs (438 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 TOLBraceTM 8 Visit us at www tolco cam ++ A 'RIOT Fire Sprinklers Save Livesl Tacoma,WA 98424 Eest FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 Fire Protection Equipment Submittal For Gayteway Business Park Building C 20015 — 67th Avenue NE Arlington, WA 98223 For Sierra Construction Company 14800 NE North Woodinville Way Woodinville, WA 98072 PR! !NVC Job #11 -2192 VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(509)926.3428 FAX(509)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF Intentionally Blank Bulletin 909 May 2019 Model N25 (SIN RA0912) R RI a K25.2 (360 metric) o Early Suppression Hal ble Fast Response Sprinkler o co 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 ft'(9.3m2), greater N25 ESFR Model S-5 Water Shield FM coverage area are allowable in some cases. Pendent Model 25 Guard FM Minimum area of coverage: 64 ft' (5.8m2) Notes: Maximum slope ceiling: 2/12 pitch (9.5°) 1. Water shield is listed for use only when the sprinkler is Maximum spacing: 12 ft (3.7m) for building heights installed within racks (IRAS) or under open grating (or up to 30 ft (9.1 m) and 10 feet (3.1 m) for building heights greater than 30 ft (9,1m) similar) areas as required by NFPA or FM standards. 2. Guard is listed for use only when the sprinkler is Minimum spacing: 8 feet (2.4m) Deflector distance from walls: At least 4 inches installed within racks (IRAS). Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data: Sprinkler Maximum Ceiling Sprinkler Identification Classification Temperature Link Frame Temperature Number °F oC Color Color of ,C (SIN) Ordinary 165 74 Black Uncolored 100 38 RA0912 Intermediate 212 100 1 White White 150 66 Material Data: Frame Deflector Load Screw Lever Strut Link Cap Washer Kick Spring Assembly Brass Bronze Stainless Stainless Stainless Beryllium Nickel, Brass Beryllium Stainless Steel Steel Steel Soldered Nickel Steel Installation Data "K"Factor Maximum Sprinkler Thread Met- Working Finish Type Size us ric pressure FRAME Pendent 1" NPT — Only (R1) 25.2 360 175 psi(12,1 bar) Bronze - WASHER- = — Maintenance �j; KICK SPRING The Model N25 ESFR Sprinkler should be inspected and LINK ASSEMBLY __ i CAP the sprinkler system maintained in accordance with NFPA LEVER 25. Do not clean sprinkler with soap and water, ammo- ,,, -STRUT nia or any other cleaning fluid. Remove any sprinkler that .,I has been painted (other than factory applied) or damaged LOAD SCREW-- in any way. A stock of spare sprinklers should be main- — DEFLECTOR tained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be main- T tained in the original cartons and packaging until used, to --� minimize the potential for damage to sprinklers that would cause improper operation or non-operation. 909FG02A Once operated, automatic sprinklers cannot be reassern- Fig. 2 bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- Model N25 ESFR Sprinkler Specification placement sprinklers should be provided for this purpose. Sprinklers shall be Early Suppression Fast Response (ESFR) pendent suppression mode sprinklers specifically tested and [FM Approved] for commodity storage applica- tions. Sprinkler frame and deflector to be of bronze con- struction. Fusible link assembly shall utilize the strut and lever principle of operation with approved fast response 1. y black-painted or white-painted beryllium-nickel thermal element. Water seal shall consist of a Teflon-coated Bell- ville spring washer and brass cap assembly containing no Fig. 1 - Model N1 Wrench plastic parts. ESFR sprinklers shall have a nominal K-factor of 25.2 with 1" NPT threaded end connections. Sprinkler temperature rating shall be [Ordinary 165°F (74°C)] [Inter- mediate 212°F(100°C)]. Use only the Model N1 sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. Note: When handling sprinklers, hold sprinklers only on frame arms and do not apply any force on the link as- sembly. Sprinklers should be tightened between 22 - 30 ft-lbs (29.8- 40.7 Nm)torque, Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced im- mediately. 2, 4.5"(114MM) 2.1"(53.3MM) r f I 1.85"(47MM) '. 500 0 F3 ' c 3.4"(86.4MM) 1 1.55"(39.3MM) 909FG01C 1 n:T 1--- 7_E .; t I-- 1.6"(40.6MM)DIA.-- Shown with optional S-5 Water Shield(ordered separately) Fig. 3 k P 2.27/32 172.4 909FfA3 _`_ 3-11132 Shown with optional Model 25 Guard (ordered separately) [84.91 Model N25 Technical Data Table A ITEM DESCRIPTION Sprinkler Identification Number(SIN) RA0912 K Factor us (Metric) 25.2 (360) Thread Size 1" (R1) Sprinkler Orientation Pendent Maximum Working Pressure, PSI (bar) 175 PSI (12 bar) 3. Model N25 Commodity Selection and Design Criteria Overview Table B Storage Type NFPA FM GLOBAL Sprinkler Type ESFR Storage Response Type 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 Maximum Coverage Area See NFPA 13 See FM Global 2-0 Minimum Coverage Area See NFPA 13 See FM Global 2-0 Maximum Spacing See NFPA 13 See FM Global 2-0 Minimum Spacing See NFPA 13 See FM Global 2-0 Minimum Clearance to Commodity See NFPA 13 See FM Global 2-0 Sprinkler Distance to Ceiling See NFPA 13 See FM Global 2-0 Open Frame, Single, Double, Multiple Row, or Portable See NFPA 13 See FM 2-0 and 8-9 Rack Storage of Class I - IV, Cartoned Unexp Plastics Solid Pile or Palletized Storage of Class I - IV and See NFPA 13 See FM 2-0 and 8-9 Cartoned Unexp Plastics _ Idle Pallet Storage See NFPA 13 See FM 2-0,8-9 and 8-24 Rubber Tire Storage See NFPA 13 See FM 2-0 and 8-3 _ Rolled Paper Storage See NFPA 13 See FM 8-21 Flammable Liquid Storage See NFPA 30 See FM 7-29 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 iabil ® (800)431-1588 Sales Offices Paper i (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 136 January 2019 Model F1 FR LO ® K8.0 (115 mehric) Quick Response Sprinklers N O Model F1 FR LO Sprinkler Types ° Standard Spray Upright Y tr Standard Spray Pendent Conventional Model F1 FR LO Recessed Sprinkler Types Recessed Standard Spray Pendent For Model F1FR '/2" K 5.6 (80), 4.2 (60) & 2.8 (40) Sprin- Upright Pendent kler Types refer to Bulletin 014 for technical specifica- tions and approvals. Listings &Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada(ULC) 3. Factory Mutual Approvals (FM) 4. Loss Prevention Council (LPCB, UK) - 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 F1FR LO Recessed Pendent or Sidewall be seen as a small bubble. As heat is applied, the liquid Sprinklers, use the Model GFR2 Sprinkler Wrench. Any expands,forcing the bubble smaller and smaller as the liq- other type of wrench may damage these sprinklers. uid pressure increases. Continued heating forces the liquid Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 DEFLECTOR LOAD SCREW BULB WASHER - CUP FRAME - - 136FG02 Technical data: Deflector Nominal Thread Max. Min. Temperature Models Response Orientation K-Factor Size Working Working Rating Finish Pressure Pressure Upright 3/4" NPT See See FiFR LO Quick Pendent K 8e or 175 psi") 7 psi "Temperature "Finish Response Conventional (115 metric) IS07-1R3/4 Ratings"Table Table" Material Data: Frame Deflector Load Screw Cup Washer Bulb CDA Alloy 210, 220,314,316,360 CDA Alloy 314 DZR Brass CDA Alloy 510 or or Nickel Alloy 440 or Alloy 360 Glass QM Brass CDA Alloy 544 CDA Alloy 353 coated with PTFE Adhesive Tape See"Installation Data"tables for additional information on each sprinkler model. 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 Metric 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 1,2,3,4,5,E R36220)(2))3) R3612(2)(3) conventional-Install in Upright or Pendent Position 20mm Large Orifice with 3/4"NPT R3/4 Thread 1 8.0 1 115 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 1 I Upright Pendent Conventional Model F1 FR LO Quick Response Recessed Pendent Sprinkler(') Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Approval') Sprinkler Nominal Orifice Thread Size"T" K-Factor Sprinkler Hei Organization Identification US Metric ght F1 F2 FP Numbers(SIN) 17/32" 20mm 3/4"NPT R3/4 8.0 115 2,3" 58mm 1,2 1,2,3 1 1,2 R3612)2) Refer to escutcheon data table for dimensions. 2)Electroless Nickel PTFE Plated-FM Approved/cULus Listed Corrosion Resistant »M — I r HOLE OLE 11 CEILING Nl. IIING �erNSTI SPF \ 5%16`GlAi[SS%mm] TEl/yll gJ`--tom T4CF OF TIITINt= CUP -� \ r� '� Tv'F4CE CT CEILING DIMCI•'S1�]N A 1 ELESVIZ6L+G'N Mow TO F1,E o r 1 I r FECES I I/E'f181 M1 N/AIUFf RE�E 5 2/B%55mm_ 'ICE'S EC S l '- E2 Sf ^/ J0.� Acl, 1«11 -- 11'��RKFS ApIUSTI.lENT -' AT A141I1CIAI RECESS I-//£'f2b 1, AT MINIMUM RECESS= I-5/5(O I Smi fd�Fmm] 11ur'.3 2 211 OLo_ f'22"'m1 R� S$f0 PENDENT WZFP ESCUTCHEON ,SPRINI:TER NOT El.!APPROI'EN I{-I ES_IT,HEON RECESSED PENDENT W/FI OR F2 ESCUTCHEON .)IiYtIA W'IV NI\{T Y�i..♦t(t;t�:[.gpy 3. Finishesitlf2f Note: A leak tight '/2" NPT (R'/2) sprinkler joint can be ob- Standard Finishes tamed with a torque of 8 - 18 ft-lbs (11 - 24 N-m). Do not Sprinkler Escutcheon tighten sprinklers over maximum recommended torque. It Bronze Brass may cause leakage or impairment of the sprinklers. chrome Plated Chrome Plated 4 5 3)3i Glass bulb sprinklers have orange bulb protectors to White Polyester Coated White Painted Special Application Finishes minimize bulb damage during shipping, handling and in- -Sprinkler Escutcheon stallation. REMOVE THIS PROTECTION AT THE TIME THE Electroless Nickel PTFE(6) 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 Paintj5i Black Paint may leave the bulb vulnerable to damage. RASCO wrench- Off White(') Off White es are designed to install sprinklers when covers are in Satin Chrome Chrome Dull place. REMOVE PROTECTORS BY UNDOING THE CLASP >> Other finishes and colors are available on special order. BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- Consult the factory for details. TECTORS. (2) FM Approvals is limited to bronze and brass,chrome or black plated finishes only. Temperature Ratings (3) FP Push-on/Thread-off escutcheon. (1) cULus listed corrosion resistance. Maximum SIN R3622. Sprinkler Ambient Bulb (5) FM Approved for SIN R3622, R3612 Classification Temperature Tem eratu Color (1)cULus listed corrosion resistant SIN R3622&R3612 re - °F °C °F 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 /9 150 66 Yellow Intermediate 200 93 150 66 Green Maximum Working Pressure High") 286 1 141 225 107 Blue 175 psi (12 bar) i1i 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 any sprinkler which has been painted(other than factory ap- 4. Deflector Type 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. A Recycled © (800)431-1588 Sales Offices Paper iable (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.01/19 P/N 9999970027 Bulletin 014 March 2019 ® Model F1 FR Series Reliable Quick Response Glass Bulb Sprinklers N Model F1 FR56 Sprinkler Types Standard Spray Upright t Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall F ~ Model F1 FR56 Recessed Sprinkler Types Upright Pendent Conventional Standard Spray Pendent �y Horizontal Sidewall Model F1 FR56 Concealed Sprinkler Types9 i Standard Spray Pendent , Model F1 FR42, F1 FRXLH & F1 FR28 Sprinkler y Types Standard Spray Upright Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1/F2 Standard Spray Pendent Model F1 FR40 Sprinkler Types «" , Standard Spray Pendent �.;' ;,• Model F1 FR42 F1 FR40 F1 FRXLH & F1 FR28 Recessed Sprinkler Types Standard Spray Pendent 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 irk Content �1 r Listing & Approvals (6 The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design WW tier 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 Canada (cULus) in accordance with ANSI/UL199. Reliable Model F1 FIR series sprinklers 2. FM Approvals (FM) are quick-response automatic sprin- 3: Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element. ' 4. VdS Schadenverhutung GmbH (VdS) Model F1 FR series sprinklers are Stan- 5. Underwriters Laboratories Inc. and Underwriters dard Spray sprinklers, with the excep- Laboratories of Canada Certified for Health Effects tion of the Model F1 FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP to NSF/ANSI Standard 61 Annex G (ULH) 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 F1 FR Series sprinklers must be installed with the in both the liquid and vapor phases. The vapor phase can Reliable sprinkler installation wrench identified in the Design be seen as a small bubble. As heat is applied, the liquid and Installation Information table in this Bulletin. Any other expands, forcing the bubble smaller and smaller as the liq- wrench may damage the sprinkler. A leak tight sprinkler joint uid pressure increases. Continued heating forces the liquid can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N-m). to push out against the bulb, causing the glass to shatter, Do not tighten sprinklers over the maximum recommended 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 F1 FR Series See the Design and Installation Information table in this Recessed sprinkler.The use of any other recessed escutch- Bulletin for information on the approvals and availability of eon will void all approvals and negate all warranties. specific Model 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 F1 FR56 Concealed Pendent cessed Escutcheon Data table in this Bulletin for listing and and Model F1 FR56LL Concealed Pendent sprinklers have approval information with each specific Model F1 FR series a factory-installed Model CCP cup. A protective cap is in- sprinkler. Model F1 and F2 recessed escutcheons,shown in stalled at the factory that should remain on the sprinkler until Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch the sprinkler is installed and should then be reinstalled on (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. the sprinkler until the cover plate is installed.The concealed Model FP recessed escutcheons,shown in Fig, 2, provide a sprinkler assemblies are completed by the installation of a 1/2-inch (12.7mm)threaded adjustment. Model CCP push-on/thread-off cover plate assembly. The Model F1 FR56 Concealed Pendent and Model F1 FR56LL cover plate and sprinkler cup assemblies are joined using Concealed Pendent sprinklers are required to be used with a cover plate skirt with flexible tabs for threaded engage- Model CCP cover plates.A standard profile Model CCP cov- ment. A choice of two Model CCP cover plate assemblies er plate is available that provides up to 1/2-inch (12.7mm)of provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover cover plate adjustment. In addition, a low profile Model CCP adjustment. Do not install Model F1FR Series Concealed cover plate is also available that provides up to 5/16-inch Pendent sprinklers in ceilings which have positive pressure (8.0mm) of cover plate adjustment. See the Design and In- in the space above. stallation Information and Listed and Approved Temperature Model F1 FR Series Concealed Pendent sprinklers require a Ratings tables in this Bulletin for further information on ap- 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The proved cover plate options. Model GFR2 wrench is used to engage the sprinkler wrench- Application ing surfaces and to install the sprinkler in the fitting. Remove the Model F1 FR Series sprinklers are intended for use in protective cap to install the sprinkler,then reinstall the protective accordance with NFPA 13, FM Property Loss Prevention cap until the cover plate is installed. When inserting or remov- Data Sheets, and the requirements of the Authority Hav- ing the wrench from the sprinkler/cup assembly,care should be ing Jurisdiction. Care must be exercised that the k-factor, taken to prevent damage to the sprinkler. Do not wrench any temperature rating, deflector style, and sprinkler type are other part of the sprinkler/cup assembly. Installation is com- in accordance with the requirements of the applicable pleted by removing the protective cap from the sprinkler and design and installation standards. In addition, Model pushing the cover plate onto the cup. Final adjustment is made F1 FR Series sprinklers must be used in accordance with by hand turning the cover plate until the skirt flange makes full their listings and approvals, as well as the information contact with the ceiling.Cover plate removal requires turning the provided in this Bulletin. cover plate in the counter clockwise direction.After installation, Installation inspect all sprinklers to ensure that there is a gap between the Glass bulb sprinklers have orange bulb protectors or pro- cover plate and ceiling and that the four cup slots are open and tective caps to minimize bulb damage during shipping,han- free from any air flow impediment to the space above. dling and installation. Reliable sprinkler installation wrench- Concealed cover plate/cup assemblies are listed only for es are designed to install sprinklers with bulb protectors in use with specific sprinklers.The use of any concealed cover place. Remove the bulb protector at the time when the sprin- plate/cup assembly other than the Reliable Model CCP with kler system is placed in service for fire protection. Removal Model F1 FR56 Concealed Pendent and Model F1 FR56LL of the bulb protector before this time may leave the bulb vul- Concealed Pendent sprinklers or the use of the Model CCP' nerable to damage. Remove bulb protectors by undoing the Concealed cover plate assembly on any sprinkler with clasp by hand. Do not use tools to remove bulb protectors. which it is not specifically listed my prevent good fire pro- tection and will void all guarantees, warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick-response 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 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 RA14131 cULus 2 Upright 2.25 57 W2 RA1423 cULus 1,2 F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1 FRXLH 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 80 1/2 15 Concealed Pendent 2.25 57 GFR2 RA1414 cULus,VdS,EC 5,6 Upright 2.25 1 57 W2 RA1425 cULus,FM, 1,2,3,4 LPCB,VdS, EC "Conventional 225 57 W2 RA1475 I LPCB,VdS, EC 4 (Pendent or Upright)" Pendent 2.25 57 W2 RA1415 cULus, ULH 1 F1FR56LL 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 RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 67 GFR2 RA1435 cULus, FM 8 Sidewall FlFR56 5.6 80 1/2 15 Vertical Sidewall 2.25 57 W2 RA1485 cULus, FM, 1,2,3,9 (Pendent or Upright) LPCB (')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. (5)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 F1FR56LL 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. (B)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 150T(65°C)Max.Ambient 225T(107°C) Max. Model Temp. Temp. Ambient Temp. Orientation 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C)Temp. Temp. Ra ing Temp. Rating Temp. Rating Temp. Ratin Rating Oran a Bulb Red Bulb Yellow Bulb I Green Bulb Blue Bulb Pendent cULus F1 FR28 Recessed Pendent cULus Upright cULus F1FR40 Pendent VdS Recessed Pendent VdS Pendent cULus FIFR42 Recessed Pendent cULus Upright cULus FIFR42LL Pendent cULus ULH Recessed Pendent cULus, ULH Pendent cULus F1FRXLH Recessed Pendent cULus Upright cULus Pendent cULus, FM, LPCB,VdS, EC Recessed Pendent cULus, FM, LPCB,VdS, EC F1FR56 Concealed Pendent" cULus cULus,VdS,EC I cULus Upright cULus, FM, LPCB,VdS, EC "Conventional LPCB,VdS, EC Pendent or Upright)" Pendent cULus, ULH FIFR56LL Recessed Pendent cULus, ULH Concealed Pendent" cULus, ULH Horizontal Sidewall cULus, FM Fi FR56 Recessed Horizontal cULus, FM Sidewall FiFR56 Vertical Sidewall (Pen- cULus, FM, LPCB dent or Upright) * Model F1 FR56 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 plate. For Intermediate Temperature Classification sprinklers use a 1650F (74)C)temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Deflector/ Model F1 Model F2 Model FP Model Orientation (Fig. 1 &3) (Fig. 1 &3) (Fig.2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment FlFR28 Recessed Pendent cULus cULus cULus RA1411 FlFR40 Recessed Pendent VdS VdS VdS RA1418 FlFR42 Recessed Pendent cULus cULus cULus RA1413 FlFR42LL Recessed Pendent cULus,ULH cULus, ULH cULus, ULH RA1410 FlFR42XLH Recessed Pendent cULus cULus cULus RA1413 FIFR56 Recessed Pendent cULus, LPCB,VdS, cULus, FM, LPCB, cULus,VdS, EC RA1414 EC VdS, EC FIFR56LL Recessed Pendent cULus, ULH cULus, ULH cULus ULH RA1415 FlFR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 E] 4. 2 114"HOLE DIA. [57.2mmJ 1 15 DIA � f19.2mmJ 1 1" X 112 REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ FACE OF FITTING / TO FACE OF CEILING DIMENSION F1 ESCUTCHEON (I AT MAXIMUM RECESS - l'T25.4mm] L J AT MINIMUM RECESS = 318'T9.5mml Fl ESCUTCHEONS F2 ESCUTCHEON 3/4(19mm] AT MAXIMUM RECESS = 314'T19mm] ADJUSTMENT AT M/NIMUM RECESS = 318'T9.5mm] F2 ESCUTCHEON ADJUSTMENT TF7 ESCUTCHEON AT MAXIMUM RECESS = 7/8'T22.2mm] [3.2mmJ AT MINIMUM RECESS = 1-518'T41.3mm] F2 FSCUTCHEON AT MAXIMUM RECESS = 1-7/8'T28.6mm] AT MINIMUM RECESS = 1-5/8'T41.3mm] 2 27/32"DIA. [72-2mm] Ig. Model F1 FR56,F1 FR56LL,F1 FR42,F1 FR40,F1 FR421-L,F1 FRXLH&F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon I" X 112"' REDUCER 2 518" DIA. [66.7mm] HOLE IN CEILING ` I 2 5/16- DIA. [58.7mm] CUP CEILING FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2"T38mm] AT MINIMUM RECESS = 7'T25.4mm] r AT MAXIMUM RECESS = 9/16'T14.3mm] %2'T 12.7mm] �`' AT MINIMUM RECESS = 1"T25.4mm] ADJUSTMENT 3 114 DIA. [82.6mm] 9 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 F1 ESCUICM£ON AT MAXIMUM RECESS = l'T25.4mmJ AT MINIMUM RECESS — 3/8'T9.5mm] F1 ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MAXIMUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 2-1/16'[52.4mm] AT MINIMUM RECESS = 3/8'[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'[41.3mm) 2 1/4" HOLE DIA. _- 1/8" AT MINIMUM RECESS = 2-1/16'[52.4mm] [57.2mm) [3.2mm] 1" X 1/2" REDUCER r—�7_,r� . 10 4"-12" 1 15/16" DIA. 1911[49.2mm] M1 2 27/32" DIA. [101 CEILING O J TO mm In iyni [72.2mm) DEFLECTOR L-J^- I TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER F1 ESCUTCHEON WRENCH BOSS. 3/4'[19mm] ADJUSTMENT �— F2 ESCUTCHEON 1/2'[12.7mmJ ADJUSTMENT 01JfC01E RECESSED HSW W/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon I" x 112" REDUCING TEE OR ELBOW --- - - - -+— - - ------ —1 2 5/ DIA. 2 5116 DIA — '� �, HOLE IN CEILING L_ J CUP �_ 0 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING z 112" MAX. - -- 15116" COVER ADJUSTMENT I COVER PLATE ASSEMBLY 3 5116" DIA. SPRINKLER --j CONCEALED. 1 Z2" ADJUSTMENT 017FG01A Fig.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch(12.7mm)adjustment-Model CCP cover plate 6. I" x 1/2" REDUCING TEE OR ELBOW 2 5/8" DIA. 2 5/16" DIA I~ —� HOLE IN CEILING / CUP�_ 4 1 112 MAX. I O�..tlll FACE OF FITTING TO FACE OF CEILING ;� DIMENSION ,__,t. i CEILING I 5/16" MAX. 3/4" COVER ADJUSTMENT 1/ I COVER PLATE f ASSEMBLY 3 5/16 DIA. SPRINKLER CONCEALED. 5 f 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 FIR Series sprinklers should be inspected and Frame: DZR Brass, QM Brass,or Low Lead Brass the sprinkler system maintained in accordance with NFPA Deflector: CDA Alloy 220,260, or 510 25. Do not clean sprinklers with soap and water,ammonia or 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 (t) Standard Finishes ,� Ordering Information Sprinkler Escutcheon Cover late Bronze Brass I Chrome Specify: Chrome Plated Chrome Plated I White 1, Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Polyester Coated MIP White Painted [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] S13ecial Escutcheon Finishes M 2. Sprinkler Deflector/Orientation: Pendent Recessed S rinkler Escutcheon Cover late p [Pendent][ Electroless Nickel Electroless Nickel Pendent][Upright][Conventional][Horizontal Sidewall] PTFE(') PTFE Bright Brass [Recessed Horizontal Sidewall][Vertical Sidewall] Bri ht Brass(3) Bright Brass Black Plating 3. Sprinkler threads: [1/2-inch NPT][ISO 7-R1/2] Black Plated Black Plated Black Paint Black PaintWm Black Paint Off White 4. Sprinkler Temperature Rating: [135'F (57'C)][155'F Off White(')(') i ff White I Satin Chrome 68°C 175°F 79°C 200°F 93°C 286°F 141°C Chrome Dull Chrome Dull (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 (1) cULus Listed only. (12.7mm) adjustment][low profile CCP 5/16-inch (3) 200'F(93'C)maximum. (8.Omm) adjustment] (4) cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and 9• Cover plate Temperature Rating: [135'F(57'C)for use RA1415 (Pendent) in standard black or white. Corrosion resistance in with Ordinary Temperature sprinklers][165'F (74'C) other polyester colors is available upon request. for use with Intermediate Temperature sprinklers] VI) FM Approvals finish as"Polyester coated"applies to SIN Number 10. Cover plate Finish ^� RA1414,RA1435 and RA1425 in standard black or white. (6)LPCB and VdS Approved finish applies only to RA1425,RA1414, RA1418 (VdS)and RA1475. Note: When Model F1 FR Series Recessed sprinklers are ordered, the (7)cULus listed Corrosion Resistant sprinklers and escutcheons are packaged separately. 7. Reliable . . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. ® Recycled ® (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.03/19 P/N 9999970300 Bulletin 172 May 2019 limabld Model J112 and JL112 Sprinklers Extended Coverage Sprinklers for Light Hazard and Ordinary Hazard cULus Listed K11.2 (160 metric) Product Description 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 'k 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 i1 :wa! glass bulb operating element and are cULus Listed as l 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 inch (13 mm) of adjustment. In _ addition,for Ordinary Hazard occupancies, the Model J112 1 �� 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- _ W cies in accordance with NFPA 13. The sprinklers must be installed 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 I Glass Bulb I A7326 JL112 Upright Fusible Link R7326 www.reliablesprinkler.com I Model J VI 2 Pendent Sprinkler SIN RA7216 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 B) Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications 155°F(68°C) ~`4 Thermal Sensor:Glass Bulb 200°F(93°C) ;A Cup:Bronze Alloy r Frame:Brass Alloy Recessed Escutcheons Sealing Assembly:Nickel Alloy with PTFE F1-3/4"(19mm)adjustment(Ordinary Hazard only) 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 i. -p t 3-((6mm) Bulb \,```YI\\♦ 4V Y fiJ�� --1-5 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 QR = Quick-response SR = Standard-response Bulletin 172 Page 2 of 7 May 2019 E 5611www.reliablesprinkler.com Model JL1 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) J 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 1•� Cap:Bronze Alloy F1-31N'(19mm)adjustment(Ordinary Hazard only) t\ 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 f I Wrench Flat 3"(76mm) Link J ,� i.' L1-5/8"(42mm) J 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 3 of 7 May 2019 www.reliablesprinkler.com UprightModel J1 12 . 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) -7"r `i Temperature Rating Material Specifications 155'F(68'C) Thermal Sensor:Glass Bulb 200'F(93°C) Cup:Bronze Alloy Frame:Brass Alloy Sprinkler Wrench Sealing Assembly:Nickel Alloy with PTFE Model J1 Load Screw:Bronze Alloy Kick Spring:Steel Alloy Listings and Approvals I Deflector:Brass Alloy cULus Listed cULus Listed as Corrosion Resistant x with White Polyester, Black Polyester, and ENT finish only Model J112 Upright Sprinkler Components ' Wrench Flat Bulb \. 'yam i 2-13/16"(71mm) - 1-5/8"(41mm) i Listed Design Criteria and Sensitivity • ' Light Hazard Ordinary Hazard Ordinary Hazard Max.Spacing g Group 1 Group 2 ft.x (mx 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 Al 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) -ea 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 t 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 �11 i Wrench Flat _�•; Link j r3 2-13/16"(71 mm) - 1-5/8"(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) QR QR QR QR 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 QR 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) QR QR SR SR SR SR QR = Quick-response SR =Standard-response Bulletin 172 Page 5 of 7 May 2019 eliable www.reliablesprinkler.com Model J112 and JL112 Specific Application Criteria for Use Under Concrete Tee Curlsi.rucLiull c.ULus Listed The Model J112 and J1_112 pendent and upright sprinklers are cULus 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: V (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 A =2'-6" (0.8m) �1"(25mm)max. max. ............... ...._......._...:.... �-•--•- -t---------------- --•---------------- ------------- 1"(25mm)max. J T-6"(2.3m)max. 3-0"(0.9m)min. Model FP Escutcheon Model F1/F2 Escutcheon Installation Dimensions Installation Dimensions 1-15/16"DIA.'------• -- 4Rmm) I I 2-5/8"DIA.(67mm) Hole in Ceiling 2.3/8"(60mm)DIA- 2-5/16"DIA Hole In Ceiling -- -- — — (59mm)Cup. -- --- -- F1:1/2"(12mm)+!•3/8"(10mm) 1"(25mm)+III/ 1/4"(6mm) F2:3/8"(10mm)+/-1/4"(6mm) IF1:2"(51 mm) /-3/8"(10mm) 1-3/8"(35mm)+/-1/4"(6mm) \ / F2:2.1/8"(54mm)+/-1/4"(6mm) c� 3-3/16"(81 mm) — -2-13/16"(711 nm) -- 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 Page 6 of 7 May 2019 www.reliablesprinkler.com Sprinkler&Escutcheon Finishes(') F1-Al Sprinkler Finishes Special Application Sprinkler Finishes Sprinkler F1,F2,&FP(3)Escutcheons Sprinkler F1,F2,&FPO)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:(1)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. (4)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 ULGuideNumber—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 C) 0 _W Bulletin 172 Page 7 of 7 0 May 2019 eliabld www.reliablesprinkler.com Intentionally Blank Worldwide www.tyco-fire.com 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 (ECLH/ ECOH)are decorative glass bulb auto- Identification matic sprinklers typically used where: Number (SIN) • pendent sprinklers are required on dry pipe systems that are exposed TY5238 to freezing temperatures (e.g., sprinkler drops from unheated / H Ok portions of buildings) Technical I � • 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 Refer to Table A. Operation (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 ble standards of the NATIONAL FIRE Inlet T with Gasketed Spring Plate Seal (Ref. Thread Connections PROTECTION ASSOCIATION (NFPA), 1 inch hre Figure 1)in the Inlet of the sprinkler. in addition to the standards of any other authorities having jurisdiction. Failure ISO 7-R 1 The glass bulb contains a fluid that to do so may impair the performance Discharge Coefficient expands when exposed to heat.When of these devices. Refer to Table D the rated temperature is reached, the 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- Springlu ...............Copper .. stainless steel g...............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 20118 TFP540 TFPS40 Page 2of8 TY5238 with Flush Escutcheon (Figure 2) TY5238 with Recessed Escutcheon with Extended Escutcheon (Figure 3) Temperature Bulb (Figure 4) Rating Color Code without Escutcheon (Figure 5) SPRINKLER FINISH Natural Chromed TPolyester" 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 T(141'C)temperature rating applies to installations in Ordniary Hazard Occupancies only. Frame and deflector only TABLE A SERIES DS-2 ECLH/ECOH DRY-TYPE PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS PLUG WITH -- INLET Design GASKETED SPRING PLATE SEAL PIN Criteria � UL and C-UL Listing SPRING YOKE Requirements TYCO Series DS-2 Dry-Type Sprin- klers, 11.2K Pendent, Extended Cov- INLET BAND - PLUG erage, Light and Ordinary Hazard SPRING are intended for use in fire sprinkler systems designed in accordance WATER TUBE — - with the extended coverage installa- CASING tion rules recognized by the applica- GUIDE ble Listing agency (e.g., UL Listing is TUBE INSERT based on NFPA 13 requirements).Refer to Table C for coverage and flow rate criteria. VENT HOLE BULB SEAT FRAME BULB COMPRESSION - DEFLECTOR SCREW FIGURE 1 SERIES DS-2 ECLH/ECOH DRY-TYPE PENDENT SPRINKLER ASSEMBLY TFPS40 Page 3of8 Minimum Flow0) Minimum Flow(1) Minimum Flow0) Coverage Area(4) Light Hazard(2) Ordinary Hazard Ordinary Hazard Response ft x ft (010 gpm/ft2) Group 1(3), Group Ilia), Escutcheon Rating (m x m) gpm (0.15 gpm/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 (18 x 5 5) (1 18 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 T50°F 60°F Sprinklers (TY5238) have a UL and Exposed to (4°C) (10°C) (16°C) C-UL Specific Application Listing for Discharge End of Sprinkler 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 (-1°C) 0 0 0 depth of the concrete tees must not exceed 30 inches (762 mm). The 20'F 4 0 0 maximum permitted concrete tee (-7°C) (100) length is 32 feet (9,8 m). However, 1o°F 8 1 0 where the concrete tee length (-12°C) (200) (25) exceeds 32 feet (9,8 m), non- 0°F 12 3 0 combustible baffles, equal in height (-18°C) (305) (75) 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 -50oF 20 10 6 plane 1 inch (25,4 mm) beneath the (-46°C) (510) (255) (150) bottom of the concrete tee stems, obstruction to sprinkler discharge -60°F 20 10 6 criteria requirements of NFPA 13 for (-51°C) (510) (255) (150) 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/psis/2 Inches (Ipm/bart/2) SPRINKLER FITTING (mm) 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) 1 1 (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)y (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 (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) ±1/4" (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: K-factor Length is determined as follows: • Flush:Order Length from Figure 2 plus 1/2 inch u- _ -'� (12,7 mm) SPRINKLER FITTING • Rec€ U:Order Length from Figure 3 plus 1/4 (REFER inch de FACE OF ( R TO DESIGN Extennd::6,3 Order Length from Figure 4 plus 3-1/4 SPRINKLER CRITERIA SECTION) inch(82,6 mm) FITTING • Wj[hQut Esautahrm:Order Length from Figure 5 minus 2-1/4 inches(57,2 mm) ORDER LENGTHS: 3-5/8" DIA. TABLE D 3-1/2"to 48" (92,1 mm) DISCHARGE COEFFICIENTS(88,9 to 1219,2 mm) 1 IN 1/4" (6,4 mm) —2-3/4" DIA. INCREMENTS (69,9 mm) FACE OF CEILING 1-5/8±1/8"* *ESCUTCHEON (41,3±3,2 mm) WILL PERMIT 1 ±3/8" (9,5 mm) 1 ADJUSTMENT FIGURE 3 SERIES DS-2 DRY-TYPE PENDENT SPRINKLER(ECLH/ECOH) WITH RECESSED ESCUTCHEON(TY5238) TFPS40 Page 5of8 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 1/4"(6,4 mm) I I RECESS ' INCREMENTS FACE OF 2-3/4" DIA.__ 0 CEILING (69,9 mm) 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 t1-3/8"(34,9 mm) ADJUSTMENT FIGURE 4 SERIES DS-2 DRY-TYPE PENDENT SPRINKLER(ECLH/ECOH) WITH EXTENDED ESCUTCHEON(TY5238) 1 SPRINKLER FITTING FACE OF (REFER TO DESIGN SPRINKLER CRITERIA SECTION) FITTING FIGURE 7 ORDER LENGTHS: DO NOT GRASP DEFLECTOR 5"to 48" (127,0 to 1219,2 mm) IN 1/4"(6,4 mm) INCREMENTS 1 MINIMUM 2-1/4"(57,2 mm) DEFLECTOR TO CEILING I FIGURE 5 SERIES DS-2 DRY-TYPE PENDENT SPRINKLER(ECLHIECOH) WITHOUT ESCUTCHEON(TY5238) TFP540 Page 6of8 For wet pipe system installations of 1 inch NPT Series DS-2 Dry-Type Sprin- TO WET SIDE FACE OF _ klers connected to CPVC piping, use SYSTEM OUTLET SPRINKLER only the following TYCO CPVC fittings: PLUGGED FITTING • 1 in. x 1 in. NPT Female Adapter • EXPOSURE (P/N 80145) LENGTH • 1 in. x 1 in. x 1 in. NPT Sprinkler (SEE DESIGN Head Adapter Tee(P/N 80249) SPRINKLER CRITERIA FITTING SECTION For dry pipe system installations, DSB-2 (SEE DESIGN DSB-2 ) use only the side outlet of maximum BOOT CRITERIA BOOT 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 HEATED AREA EXPOSURE LENGTH Do not install Series DS-2 Dry-Type RUN STRAP TIES Sprinklers into any other type fitting OUTLET (ENDS ON without first consulting the Technicai • PLUGGED OPPOSING Services Department.Failure to use the SIDES OF 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 ADHESIVE 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 -- FREEZER In accordance with the minimum STRUCTURE requirements of the NATIONAL FIRE PROTECTION ASSOCIATION for dry DS-2 pipe sprinkler systems, branch, cross, 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 necting 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 B16.3 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 heatd area.Refer to Figure 9 for meet the dimensional requirements filled pipe above the sprinkler fitting are P e 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. TFP540 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, Installation a non-hardening sealant was used during, and after installation. Sprin- klers damaged by dropping, striking, TYCO Series DS-2 Dry-Type p T e S rin- After removal, inspect the sprinkler for wrench twist/slippage,or the like,must klers, 11.2K Pendent, Extended Cover- damage. 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- Do not lift the ceiling panel out of its tion, testing, and maintenance of their Series installed Dry-Type Sprinklers must normal position. fire protection system and devices in only be installed in fittings that meet p Y 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 of liquid from the bulb. With the sprin- TYCO Series DS-2 Dry-Type Sprinklers requirements and/or national codes. Light kler held horizontally,a small air bubble Pendent, Extended Coverage,, should be present.The diameter of the Light and Ordinary Hazard must be air bubble is approximately 1/16 inch maintained and serviced in accordance with this section. (1,6 mm)for the 135°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 b applying a min- that it controls, obtain permission to y torque shut down the affected fire protection imum-to maximum torque of 20 to systems from the proper authorities 30 lb-ft(26,8 to 40,2 N•m).Higher levels and notify all personnel who may be of torque may distort the sprinkler Inlet affected by this action. with consequent leakage or impairment 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., TFPS40 Page 8of8 P/N* 61 — XXX — X — XXX SPRINKLER ESCUTCHEON FINISH FINISH(1) SIGNAL WHITE SIN 0 PLATED (RAL9003) POLYESTER 40 Pendent with TY5238 Flush Escutcheon (Figure 2) NATURAL SIGNAL WHITE Pendent with TY5238 1 BRASS ( 41 Recessed Escutcheon (Figure 3) POLYESTER Pendent with TY5238 SIGNAL WHITE SIGNAL WHITE 9003) 42 Extended Escutcheon (Figure 4) 4 (POLYESTER (RALESTE 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. 266-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"I"for ISO 7-R 1 Connection(e.g..1-61-431-1-372). RATING(2) F1 LENGTH(3) 0 135°F(57°C) 055 5.50 in. 1 155nF(68eC) 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. 480 48.00 in. TABLE E SERIES DS-2 EXTENDED COVERAGE DRY-TYPE SPRINKLERS PART NUMBER SELECTION • Order Length: Sprinkler Wrench Limited 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 Dry-Type Sprinkler Controls Sales Representative.) When ordering Series IDS-2 Dry-Type • Temperature Rating Sprinklers, 11.2K Pendent, Extended e 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 0201BJohnson Controls.All rightereserved.All specifications and other information shownwers current as of document revision dateand are sublectto change wlthoutnotice. Johnson NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are reglslered trademarks of Nallonal Fiie Proleclion Assoclatm; Controls TEFLON is a registered trademark of DuPont 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. Wei ht/Foot psi 1" 1.315 1.097 1.410 700 1-1/4" 1.660 1.442 1.810 1200 1-1/2" 1.900 1.682 2,090 1200 2" 2.375 1 2.157 1 2.640 2300 2-1/2" 2.875 2.635 3.530 2500 3" 3.500 3.260 4.340 1290 4" 4.500 4.280 5.620 1000 5" 5.563 5.295 7.760 1010 6" 6.625 6.357 9.300 1020 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 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 I A 30.000 1 - 1 48.000 - NOTE Elongation requirements vary with rKwninal area of test specimen and specified minimum tensile strength of the steel grade Stat pipe & Supply, inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE,AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 40 Black and Galvanized Steel ERW Pipe Pipe Size Test Pressure Nominal O.D. I.D. Weight/Foot psi 1" 1.315 1.049 1.680 700 1-1/4" 1.660 1.380 2.270 1200 1-112" 1.900 1.610 2 720 1200 2" 2.375 2.067 3.660 2300 2-1/2" 2.875 2.469 5.800 2500 3" 3.500 3.068 7 580 2220 4" 4.500 4.026 10.800 1900 5" 5.563 5.047 14 630 1670 6" 6.625 6.065 1 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 I 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 live elements combined shall not exceed 1%. Mechanical Properties-Tensile Requirements Stren th si. Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30,000 - 48,000 - NOTE! Elongation requirements vary with nominal area of lest specimen and specified rrdnlmum tensile strength of the sleet grade. . i -J r' } r - w SPRINKLER PIPE Trust Bull Moose when it comes to protecting your most valuable assets As the leading manufacturer of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. BULL MOOSE ADVANTAGES- OTHER BENEFITS/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 • • All pipe NDT weld tested Hot dipped galvanization • Reddi-Pipe®red pipe to eliminate field painting o Compatible for use in wet,dry,preaction paintedExclusive maker Of Reddi-Pipered and deluge sprinkler systems c AISTED FM APPROVED NFPAI Am t—Fl- HVNnkier Asseelauen 800.325.4467 _ sales@a bull ooseind stri m � � � • hL Bull MOOSe Fire SprinklerI ' Product information NoMinal p• 211 ell 1.660 1.900 2.375 2.875 3.500 4.500 I.D.(in) 1.530 1 1.128 2.203 2.705 3.334 4.310 Empty Weight(lb/ft) 1.222 1,844 2.330 2.809 3.361 4.968 J , Water Filled Weight(lb/ft) 2.019 2.860 3.982 5.299 7.144 11.290 L.L - y, ER.R. 1.98 3.44 2.78 1.56 1.00 1.00 Pieces per Lift 6161 37 30 19 19 O _ - W Lift Weight(Ibs)21'lengths 1,565 2,362 1,810 1,770 1,341 1,982 Lift Weight(I US)24'lengths 1,789 2,700 2,069 2,022 1,533 2,265 Lift Weight(Ibs)25'lengths 1,664 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 i I.D.(in) 1.097 1.442 1.682 2.157 2.635 3.260 4.2 6.357 8.249 p Empty Weight pb/ft) 10 1.810 2.090 2.640 3.530 5.620 9.290 16.940 W Water Filled Weight(Ib/ft) 1.820 3.053 4.223 93 7.957 11.796 23.038 40.086 J A 7,e CR.R. 15.27 9.91 7 6 27 4.92 3.54 2.50 1.158 1.805 L.t.l S 91 61 37 19 19 10 7 t..J s)21'lengths , 2,319 2,677 2,051 2,224 695 2,242 1,951 2,490 s) s3,079 2,650 3,060 2,344 2,542 1,979 2,563 230 2,048 bs)25'lengths 3,20E 2,760 3,187 2,442 2,648 2,062 2,670 1.295 1.650 1.900 2.375 Q1.083 1.418 1.645 2.123 Empty Weight(Ib/ft) 2.070 2.547 3.308 l Water Filled Weight(lb/ft) 1.860 '-ZM, 3.468 4.842 a CRR.R. 1.00 1.00 1.00 Pieces per Lift 70 44 30 Lift Weight(Ibs)21'lengths ,148 2,2TI 2,353 2,084 41 I Lift Weight(Ibs) hs 2,454 2,534 2,690 2,382 igh (Ibs)25'lengths 2,557 2,639 2,802 2,481 0. . 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I.D.(in) 1.049 1.380 1.610 2.067 2.469 3.068 4.0 C C1' EmptV Weight(lb/ft) 0 2.270 2.720 3.660 5.800 10.800 - LAJ Water Filled Weight(Ib/ft) 2.055 3.602 5.114 10.783 16.316 J _ O C.R.R. 1.00 1.00 1 1.00 1.00 1.00 1.00 W Pieces per Lift 70 44 30 19 19 S u Lift Weight(Ibs)21'lengths ,470 2,431 2,513 2,306 3,654 3 4,309 LiftWeight(Ibs) S 2,822 2,778 2,872 2,635 4,176 3,456 4,925 ght(bs)25'lengths 2,940 2,894 2,992 2,745 4,350 3,601 5,130 800.325.4467 ULL MOOSE ' Ysales b com �� ES-A-M300/M30ON t-1 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative MaximTM Series M300 (Maxim 300), M30ON (Maxim 300N) Double Check Detector Assemblies - 300 BFG Sizes: 21/2" -1 0° (Maxim 300BF) 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. 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 EMIL Ibypass 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. f 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 WATT Brand Configurations Available Models •Horizontal OSY- UVFM flanged outside stem and yoke •Vertical up resilient seated gate valves •"N"pattern horizontal BFG - UVFM 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 J (open) ! I 0 0 `0' D 0 0 u - H ------ - ------ ................................. p ----...-..----- ------------I -------- - - - G .- ......------- ....... _.._. P ..__.... M300,M30ON SIZE WEIGHT A C(OSI) D G H I J P M300 M300N in in mm in mm in mm in mm in mm in mm in mnr in mm lbs. kgs. lbs. kg& 21/2 303/4 781 16% 416 31/2 89 291/16 738 211/2 546 1513/s 402 813/16 223 1016 335 139 63 147 67 3 313/4 806 181/8 479 311/16 94 301/2 775 221/4 565 171/8 435 93/e 233 141/2 368 159 72 172 78 4 401/2 1029 223/4 578 5 127 393/4 1010 301/4 768 20% 518 1111/8 297 153/6 386 233 106 256 116 6 473/4 1213 301/8 765 61/2 165 40 1016 371/2 953 24% 629 10/16 360 191/2 495 404 183 444 201 8 543/4 1391 1 373/4 959 71/2 191 591/6 1502 451/8 1146 28% 721 163/4 425 211/2 546 578 262 654 297 10 573/4 1467 1 453/4 1162 83/s 208 66 1676 491/2 1257 321/2 826 175/6 440 24 610 795 361 965 438 T 3 a b a C J I i -........ ............. A - ------------ H M300BFG, M300NBFG G SIZE DIMENSIONS WEIGHT A C D G H I J P M300BFG 7300NBF7 in. in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. k s. lbs. kgs 21/2 273/4 705 8 203 31/2 89 291/8 759 211/2 546 1415/16 379 813/6 223 13 330 70 32 78 35 3 281/4 718 85/6 211 311/e 94 303/4 781 221/4 565 157/6 392 93/e 233 131/2 343 68 31 81 37 _ 4 353/4 908 811/6 221 413/6 122 39 991 301/4 768 18 457 1111/16 297 15 381 133 60 156 71 _ 6 40N 1035 10 254 6 152 477/16 1205 371/2 953 2011/16 525 143/6 360 191/2 495 225 102 265 120 8 473/4 1213 1 123/s 310 613/6 173 56 1422 451/8 1146 241/8 613 163/4 425 211/2 546 359 163 435 197 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 --1 California(FCCCHR-USC) valves. See literature S-MAXIM-200/300 for gate valve flow I • 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. e5s� ® CSULJS FM • Rated Flow identifies maximum continuous duty Approved performance determined by AWWA. 1048 C CIP us (**BFG&OSY Only) • UL Flow Rate is 150% of Rated Flow and is not B64.5 recommended for continuous duty. • AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than 1 Ofps. Horizontal Vertical ----- N-Pattern psi 2'/,I Rated Flow *UL Rated Flow p 2 Service FI wI' 14 Service Flow Rated Flow *UL Rated Flow 14 12 - ---- - - — - N 10 0 10 -- - - - - V o 8 N 8 H 6 H o — — - 00 00 yU 4 V 6 a as LL _ LL 2 4 2r!7 I 1 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 l psi 12 Service Flow 3"Rated Flow *UL Rated Flow p Service Flow Rated Flow *UL Rated Flow I 122 $ 10 H 10 a o 8 _ N vi 8 oa 6 V I 6 N H 6 Ly1 4 - V ff 4 2 2 0 100 200 300 400 500 gpm 0 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 Service Flow 4„Rated 10„p Rated Flow *UL Rated Flow 12 12 Service Flow Rated Flow *UL Rated Flow 10 N 10 H a9 8 H ao 8 V � = 6 � Z 6 00 o0 ii 4 4 _ _ —!- 2 2 - 1 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 A M E S FIRE&WATERWORKS A VAM Brand USA:Backflow T:(978)689-6066•F:(978)975-6350•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 0 2018 Ames Fire&Waterworks i Reliabld REL-BFG-300 ECHNOLiGrooved • Butterfly Valves • 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 M outdoor use. Grooved End 2 1/z" - 8" (65mm up to 200mm) Working Pressure and Temperature Working Pressure 300 psi(21.4 bars) Max.Test Pressure 600 psi (42.8 bars) Max.Working Temperature 250°F(120°C) Materials List Components Material Body ASTM A-536 Nylon-11 Coated <9> �l Disc ASTM A-536 EPOM Encapsulated APPROVED LISTED Upper&Lower Stems AISI 420-SS r� E r G _ H:DISC CLEARANCE OF RODY SURFACE Housing ASTM A-536 I DI COUGIN HEND OF OPEN POSITION Hand Wheel ASTM A-536 C �--" Flag Indicator ASTM A-536 Shear Pin ASTM A-510 - _- Segment Gear ASTM B-148 or B-584 Housing Gasket EPDM Grade E I- " R 4.3r l.a• 0-Rings (All) EPDM Grade E TAMPER RESISTANT FASTENER Size A B C D E F G H 21/z" 4.13 (105) 3.30 (85) 3.80(96.4) 2.87 (73.0) 5.31 (135) 5.04(128) 5.04 (128) --- 3" 4.41 (112) 3.60(92) 3.80(96.4) 3.50 (88.9) 5.59(142) 5.04(128) 5.04(128) ---- 4" 5.71 (145) 4.30(108) 4.54 (115.4) 4.50(114.3) 6.89(175) 5.04(128) 5.04 (128) ---- 6" 7.05(179) 1 5.71 (145) 1 5.21 (132.4) 6.63(168.3) 1 8.23(209) 8.66(220) 8.66 (220) 0.28(7.10) 8" 8.03 (204) 1 6.70(170) 1 5.80(147.4) 8.63(219.1) 1 9.21 (234) 8.66(220) 8.66 (220) 0.95(24.2) 121 Reliable Automatic Sprinkler Co., Inc. Manufacturer& Global Distributor of Fire Protecticiff., 11 1.800.431.1588 .o 11 GroovedTECHNOLOGY QUALITY SERVICE Wiring Diagram SUPERVISORY TAMPER SWITCH CIRCUITS FIRE ALARM CONTROL PANEL (VALVE FULLY OPEN) SUPERVISORY CIRCUIT OPEN S1 NC CLOSED(YELLOW) COM END OR LINE RESISTANCE OR NEXT DEVICE COMMON(WHITE) GREEN ACTUATOR CASE GROUND OPEN(ORANGE) `+A PC VOLTAGE .7LL SOURCE CLOSED(BLUE) CON COMMON(BLACK) AUXILIARY SIGNAL DEVICE (BELL OR HORN) Test Data: BUTTERFLY VALVE GROOVED END Flow Coefficent:Kv Flow Characteristics Kv=M3/hour across valve at same standard condition (20'C, 1 bar) DN 50 65 80 100 150 2000 DW Size OD 30* 40* 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" 89 18.9 39.4 78.9 144 210 243 249 05 04 1 1 r Z 100 4" 114 30 65.1 129 226 377 488 514 03 I 150 6" 165 84 184 369 634 964 1196 1286 02 V / / / 01 / 150 6" 168 84 184 369 634 964 1196 1286 200 8'' 219 165 339 677 1230 2002 2850 3129 5 6 78 9 2 3 4 5 6 7 8910 2 Flow(m31h) CV= 7 KV KV= Q 1 Q = 31.6 KV 4P 6 31.6 OP p1 Q=flow in m3/h 4P= pressure loss pl =density in in bar Kg/m3 VS Flow Coefficients %C orrV Disc Angle Size Part# Weight The flow coefficient KV is the 100 \ 21/2" 7M99002653 19.84 follow in m3/h of water, at an 80 +1+ -- -- 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 20 , Cv= 7 KV 6 10 0 0 10 20 30 40 50 60 70 80 90 Angle of Opening Reliable Automatic Sprinkler Co., Inc. Manufacturer i i f1. Distributor f Protection •• f: 11 tqC® Worldwide 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 f Descri ton and devices in proper operating con- /' dition. Contact the installing contrac- The TYCO Model CV-1F Grooved End for or product manufacturer with any Swing Check Valves are compact questions. and rugged swing-type units that allow water flow in one direction and Technical prevent flow in the opposite direction. A resilient elastomer seal facing on the Data spring-loaded clapper ensures a leak- tight seal and non-sticking operation. Approvals The Model CV-1F Check Valves are Compliance with CE Pressure designed to minimize water hammer Equipment Directive(PED)and caused by flow reversal. Standards of Engineering Practice The Model CV-1F Grooved End Swing • 2 to 12 Inch(DN50 to DN300): 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 Uds ers. The Model CV-1F Check Valves Certificate No. G4060018 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). UL/FM - psi (20,7 bar) bar VdS- 16 bar Installation A check valve maintenance kit is avail- Valve Assembly Finish The Model CV-1 F 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-117 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 59OF Grooved End Swing Check upward direction. Valves. Step 3. Valves installed horizontally must be positioned with the cover facing up(Ref. Figure 3). The TYCO Model CV-1F Grooved End Step 4. Grooved end pipe couplings Swing Check Valves described herein used with the Model CV-1F Grooved must be installed and maintained in End Swing Check Valves must be compliance with this document and installed in accordance with manufac- with the applicable standards of the National Fire Protection Association turer s instructions. (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 ciencies without first de-pressurizing diameter for general use. and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired device performance. Page i 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 C 4X O 7.— O.D. D �L — I — yl 1/2" 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 �� Stainless mCover Gasket I Nitrile Steel Rubber Retaining Stainless m ®� • "r1�I�IIIlUl11111 I`,1�1 1�'�I��IIIIIIIIII�IIII�II'll�ll ofal r 1 ■ 11 1 'PIP r Ii1 / ■ 11 11 111 111 111 111 111 sees sees sees 1111 ..Kong1 �.....r�� �....... .........�..,.....���.Evil .---------. . . ...�..-...,.���,.. �����..o■���J�i�ruo■�uunm�.r-rrr.��.I�Iiirlr0i����.....rEiiirlr�i•rlC.r.C■1�•an�lo. rr.rrrinoMM .I Mr.SP.-r.r■ "',202 lr rr r rt nett■ O■ .IME rLe rM r,r'�r er���rrrr■ Lrrrrl■tte,tt■■N MMFAMME rt��•1��rrr■�V�rlrlrlrrrrrt•/tl,,,,,Irlrlr■■r OMMItrl. 1 1 1 ���.r.tu■ , ' vruruuunw��-rtuo��ru..rv.����BE or uuuu�rrrvu��•��. �rirlrrrr • r -■ ■51101111 „ ,MEN ■rMtrrrr7lt�rlririr rrrr/ ■Mo,o„llrlrrrp/rmMMVWAMMM Ca■■■■■■ Ir f Minos lt■�Arrirm■�r,�r■rvllll���■ruur,Cuuuw■■■voM�r��■■ CNOON■■ • • ■r■■r■1■1 Ilrl■■■■rMMIA■■■■■rlu�■■■■u■ru■ru.■ul■■I■■tIo■MII■■ ...... • /■rr■r■11 rI■■■■■■■ ■■■It■ram■■■■■■r�/rr■■■It1111■■■ r■■■I.■■■ ■ �■■■■■ �■ ■■Orr■■1 • 'AN■■■■■■�,■■■■■r�■■■�■■■■■rrr■■■rr111111■■■//■■■r11 OEM ■ CNOON■ ■ • i■■nu■ ` •NOON■ ►�■■■■ �r■t■■■■■■■vrt tti111111■■�toorr�■■■■ I I :• ■■■■ I' ..■GGIG 1 .. ■�nnnn■■■■■■►,■■t�IG1111111 /I■nnn►,■■■■■ NONE ■ J■■■rrr • /ll■■■� �■■ ,■■■■r■■■■■'I■■rr111111111��■■■■/AN■■■■ MEMO I /■■miss /III■■■ J■ /■■■■1■■■■■I■■■11111111111■►/O!■1/1■■■■■ ME■■M J■!!■1 11111■■ • ,11E I■■!!11■■ ►■!!11■11111111/�■■■l911M■■■■ .• :■ ■ 1 �rlriMENAM . 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Inch Inch Part Number (DN) (mm) (2 (2.37 3) 59-590-0-020 2-1/2 2.88 59-590-0-025 (65) (73,0) 76,1 mm 3.00 59-590-0-076 (65) (76,1) (3 (88,9)3.50 59-590-0-030 4 4.50 59-590-0-040 (100) (114,3) 139,7 mm 5.50 59-590-0-139 (125) (139,7) 5 5.56 59-590-0-050 (125) (141,3) 165,1 mm 6.50 59-590-0-165 (150) (165,1) 6 6.63 59-590-0-060 (150) (168,3) 8 8.63 59-590-0-080 (200) (219,1) 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 (60,3)2.37 595907020 97670501 59020EPDM 59020EPDM 97670201A 97670201 2-1/2 2-88 595907030 97561801 59025EPDME 59025EPDM 97562801A 97562065 (65) (73,0) 76,1 mm 3.00 595907030 97561801 59025EPDME 59025EPDM — 97562801 (65) (76,1) 3 3.50 595907030 97561801 59030EPDME 59030EPDM 97562201A 97562201 (80) (88,9) (100) (4.50 3) 595907040 97512001 59040EPDME 59040EPDM 97549001A 97549001 139,7 mm 5.50 595907040 97512001 59050EPDME 59050EPDM — 97565501 (125) (139,7) 5 5.56 595907040 97512001 59050EPDME 59050EPDM 97565501A 97562125 (125) (141,3) 165,1 mm 6.50 595907060 97521801 59060EPDME 59060EPDM — 97524101 (150) (165,1) 6 6.63 595907060 97521801 59060EPDME 59060EPDM 97524101A 97562150 (150) (168,3) 8 8.63 595907080 97547901 59080EPDME 59080EPDM 97592201A 97592201 (200) (219,1) 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 p 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 O Specify: Model CV-1F Grooved End INLETAZ —OUTLET Swing Check Valve,Cover Gasket,size (specify), P/N (specify per Table B) Clapper Facing HORIZONTAL ORIENTATION Specify: Model CV-11F 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+1-215-562-0700 Copyright©2016 Tyco Fire Products,LP. All rights reserved. t sc0 "l 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)/VdSApproved model use VSR-EU Service Pressure: 450 PSI(31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 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 2.0Amps at 30VDC Resistive 10 mAmps min.at 24VDC h' Conduit Entrances: Two knockouts provided for 1/2"conduit. Individual switch compartments suitable for dissimilar voltages. `errs` 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 Part Number National Fire Alarm Code NFPA-72 2" DN50 VSR-2 1144402 21/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 Installation must be performed by qualified personnel and in 3 1/2" VSR-3 1/2 1144435 accordance with all national and local codes and ordinances. • Shock hazard.Disconnect power source before servicing.Serious 4" DN100 VSR-4 1144404 injury or death could result. 5" VSR-5 1144405 Risk of explosion.Not for use in hazardous locations. Serious 6" DN150 VSR-6 1144406 injury or death could result. 8" DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit,stock no.0090149 CAUTION Replaceable Components:Retard/Switch Assembly,stock no. 1029030 Waterflow switches tbatare monitoring wet pipe sprinkler systems sball 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 nim thru 200 mm). LPC screws which require a special key for removal. A field installable approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering cover tamper switch is available as an option which may be used Information chart. to indicate unauthorized removal of the cover. See bulletin number The VSR may also be used as a sectional waterflow detector on large 5401103 for installation instructions of this switch. systems.The VSR contains two single pole,double throw,snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM(38 LPM)or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignat.com PRINTED IN USA MFG.#5401146-REV L PAGE 1 OF 4 3/09 �\ VSR up� POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm)of a fitting which changes the direction of the waterflow 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 rig. 1). The vane must not nib 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 RIOT LE.9VE COVER OFF FOR AN EXTENDED PEn70D 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 CAW1 ON Hole must be drilled perpendicular to the pipe and vertically centered ® Refer to the Compatible Pipe/]nstallation Requirements chart for size. 0 Correct Incorrect MOUNT ON PIPE SO ARROW ON SADDLE _ O POINTS IN DIRECTION c' OF WATERFLOW V Q 1 `\ SIMnm ROLL PADDLE IN OPPOSITE DIRECTION ADAPIERp ADAPTER DIRECTION OF OF WATERFLOW /, WATERFLOW \ (Flowing water activates 20mm f2mm MAX. device in one direction only.) DN50 ONLY USE(2)5180162 ADAPTERS AS SHOWN ABOVE DWa 06-1I DWG#114WF Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hale Size U-Bolt Nuts Size O_D Schedule 10(UL) Schedule 40(UL) BS-1387(LPC) DN(VDS) Torque inch 111111 inch mm inch mm inch nun inch 111111 inch n1m inch nun ft-lb 11-111 VSR-2 2 DN50 2.375 60.3 0109 2.77 0.154 3-91 0.142 3.6 0-091 2.3 VSR-2 1/2 2 5 - 2.875 73 0 0.120 3.05 0.203 5.16 - 1 25+.125/-062 33 0 2.0 VSR-21/2 DN65 3.000 76.1 0.142 3,6 0102 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-3 1/2 3-5 4.000 101.6 0.120 3.05 0.226 574 - - 20 27 VSR-4 4 DN100 4 500 114.3 0.120 3,05 0.237 602 0.177 4.5 0.126 3.2 2.00 .125 50.8 t 2.0 VSR-5 5 5.563 141.3 0.134 3.40 0.258 6.55 1 - - - VSR-6 6 DN150 6.625 1693 0,134 1 3.40 1 0.280 7.11 0.197 5.0 0-157 40 VSR-8 8 DN200 9.625 1 2191 0 148 1 3 76 1 0 322 8.18 0.248 63 0 177 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 (DPOTTER 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. d°00 u1GdNG owc 91146-16 An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The °^n1i 1 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 nvc 1116-13 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. Istranded wire,capture all strands under the clamping plate. Fig.5 Typical Electrical Connections ELI Q- Notes: O ® 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. In 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. $ WATERFLOW ZONE 3. For supervised circuits,see"Switch Terminal Connections" _ kOLR ON FIRE PANEt.. drawing and wanting note(Fig.4). ® d a „W2 Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection device on the system,application of the VSR is not recommended or advisable. A minimum flow of 10 GPM(38 LPM)is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig.7 Mounting Dimensions 5.56 in Fig 8 2.00 in 3.50 in t141.2 n1m) GREEN GROUND (19.0 m )o (50.8 mm) O SCREWS 2.34 mm(5 9.4 UT PE DIA. U-BOLTN +515 in U-BOLT WASHER— (+133.4 mm) PIPE SADDLE 0 0 oMc fuc-u PLASTIC PADDLE—' ® ® Q U•BOLT NOMINAL PIPE DIA.+1.75 in(+44 5 MM)FOR ON 50—ON 65 2-2.5 in O owc 1146-1] NOMINAL PIPE DIA.+2.125 in(+54.O MM)FOR DN 80—DN 200 3-8 in PRINTED IN USA MFG.#5401146-REV L PAGE 3 OF 4 3/09 VSR OP POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock#1029030(see Fig.6).There is no maintenance required,only periodic testing and inspection. Retard/Switch Assembly Replacement(See Fig. 6) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly.Make sore 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 RE-MOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE BREAK OUTTH IN SECTI ON OF CO VER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2)ORIGINAL,MOUNTING i / /SCREWS IRETARD/SWITCH ASSEMBLY i r (2)LOCATING PINS (2)LOCATING PIN` DO NOT RFMOVE I BOSSFS IN BASF (2)RETARD HOUSING SCREWS • 78AS • 0 Q O DWG#1146-10 Removal of Waterflow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector-saddle. • Lift detector clear of pipe. PRINTED IN USA MFG.#5401146-REV L PAGE 4 OF 4 3/09 (E,) POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC UL,ULC,and FM Approved Sizes Available: 6"(150mm),8"(200mm)and 10" (250m1u) Voltages Available: 24VAC �4 120VAC 12VDC(10.2 to 15.6)Polarized 24VDC(20.4 to 31.2)Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use(See Note 1) -400 to 150OF(-400 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells-4 No. 18 AWG stranded wires 5l UDC w�Mo 1 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 mnr)square electrical box measurements made at Underwriters Laboratories as specified in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 Standard 464. UL temperature range is-30'to 150°F(-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. 1 3. ULC only applies to MBA DC bells. / Size inches Voltage Model Stock Current Typical dB at Minimum dB at (nvn) Number Number (Max.) 10 ft.(3m)(2) 10 ft.(3m)(1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* 17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10(250) 120VAC I PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. *Does not have ULC listing. In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard. Potter Electric Signal Company, LLC St. Louis, MO, Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG.#5400776-REV Y-1 PAGE 1 OF 2 01/13 (E) POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches(mm) Wiring(rear view) Fig. l Fig.3 A.C.BELLS WHITL IINI W HrrE(OUT) l0" fz\_ o (250) S„ 1 FROM CONTROL (200) 6" 1 1 PANEL OR (1S0) PRECEDING BELL I BLACK II\1 BI,ACKIOVn \\ CAUTION: NVIIEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHONV-1. 2 11/16" (6S) DWG9 776-1 NOTES: I.NV[FEN USING AC BELLS.TERMINATE EACI I EXTRA WIRE.SEP.ARATELV-AFTER LAST BELL, 2.END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DN'Gk'76-3 Weatherproof Backbox Dimensions Inches(mm) Fig.2 FA Box has one threaded 1/2"conduit entrance '1 1 o- I I 5 3/4" • 3 3/8" 5' ti_ To Next (F46) (86) (I27) Device or End-of-Line Resistor 3 3/8 g6) " (1) 141) ( 4 1/4 10" 8) Installation DWGV 776'_ 1. The bell shall be installed in accordance with NFPA 13,72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. O 2. Remove the gong. o> 3. Connect wiring(see Fig.3). 0 4. Mount bell mechanism to backbox(bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). 6. Test all bells for proper operation and observe that they can BBx-1 % be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). WA;RNIN "Failurestall striker down will prevent 7bc1!1fr!omoperating. PRINTED IN USA MFG.#5400776-REV Y-1 PAGE 2 OF 2 01113 Model 1011 A TESTANDRAIN10 Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve TEST j j PUSH LL I U. o SIZE ; IN. Y"DEL 1011 Sizes: 3/a" 1" 1'/a" 11/2' 2" 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/" to 2") with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve(UL/FM)features a flushing handle and a 175 PSI factory rating (other pressure ratings available). • Complies with NFPA 13 and NFPA 13R Requirements • Compact, Single-Handle Ball Valve • Tamper-Resistant Test Orifice and Sight Glasses • 300 PSI rated. • Specifiable orifice sizes: %" (2.8K), 7/16" (4.2K), 1/2" (5.6K), 17/32" (8.0K), 6/6" (11.2K, ELO), 3/a" (14.OK, ESFR), and K25 • Relieves Excess System Pressure caused by Surges or Temperature Changes • Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing • Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer(1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90%and 105%of their rating.The valves are required to CLOSE at a pressure bove 80%of that rating.The relief valve should be installed where it is easily accessible for maintenance.Care should tie taken that the relief valve CANNOT Je 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-M1011 A_V001-06/13 TESTrwDRAIN®is a registered trademark of AGF Manufacturing Inc. Model 1011 A u� LISTEDTE TAN R IN' FM Model 1011A 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPRIM0 Factory Rated at 176 PSI with other setting available Dimensions Model 1011A - Front View SIZE A B C D E F G H A E� �INLET 79/16 11/211 23/16 35/8" 33/8" 113/16 49/16 63/81 3/4 (191 mm) (37 5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) TO 1 79/16 11/211 23/16 35/8" 33/8 113/16" 49/16" 63/8„ DRAIN H }I (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) a 715/16 111/16" 29/16 41/411 35/8 1 i 5/16" 59/16 71/211 i 1 1/4 (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 815/16" 113/16" 31/4" 51/16" 37/811 25/8" 81/4" 107/8" 11/2ii (227 mm) (45 mm) (81 5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2„ 815/16" 113/16" 31/411 51/1611 37/8" 25/811 81/411 107/8" Model 1011 A - Plan View (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) The Model 1011A provides the following... TO From the 2013 Edition of NFPA 13 DRAIN D Chapter 8.16.2.4.1" Provisions shall be made to properly drain all parts of the syslern. f . Chapter S.16.2.4.2 Drain connections, interior sectional or floor control valve(s) c & 8.16.2A,.f shall be provided with a drain con,neclion having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Orifice Sizes Chapter A.8.17.4.2 (Wet Pipe System)test connection is permitted to terminate into a % 7/6", 1�2" 77/32"1 8" ELO*, drain capable of accepting full flow... using an approved sight test 3/" ESFR', and K25" connection containing a smooth bore corrosion-resistant orifice 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.., downstream 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 1/2" in size shall be provided on Approvals the discharge side of the pressure-reducing valve set to operate at UL and ULC Listed: a pressure not exceeding rated pressure of the system. (EX4019&EX4533) Chapter A.8.16.1.2.3 -consideration should be given to piping the discharge from the (pressure relief)valve FM Approved NYC-BSA No. 720-87-SM MAIE IN�.:.tl USA Patent # 4741361 . Other 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 11/4"to 2'size units only•"Available on 111"and 2'size units only Full Port Ball 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 10 6241 Yarrow Dr,Suite A,Carlsbad, CA 92011-1541 �.,. ,. . For questions: 1 800 344-1822•1 800 344-3775 fax•www.fppi.com Intentionally Blank she; t_� ,--data y ARGCO GUARANTEED Fire Sprinkler Pressure Gauges } 100125 175 t00 0-300 psi water 35 �`225 FM i 75 0-300 psi air 50 750 25 275 0-300 psi air/water 300 3. SG' Application: Fluid medium which does not clog connection port or corrode copper alloy. Specifically designed for the fire sprinkler industry. Size: 4"(100 mm) Accuracy ±3/2/3%of span - 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 140OF(-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 68°F PSI (20°C)+0.4%for every 180 F(10°C) rising or falling. Percentage of span. Window Standard Features Acrylic, ultrasonically welded to case Connection Material:copper alloy Lower mount(LM)-not available for 11/2"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. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM Three-way Bronze Valve A, 1/4" IPS UL/ULC Listed* 300 psi Description The 1/4" IPS three-way female threaded valve is used to facili- Specifications tate the installation of sprinkler system pressure gauges. The valve provides for one inlet and two outlets. This design allows Materials: for replacement of the system gauge without shutting down the Body- Bronze Seat- Brass water supply to the sprinkler system. This design also allows Handwheel - 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 with normal field installation as PipeFit® Thread Sealant tools. Make sure the valve Paste with PTFE when fin- is installed according to the stalling the valve. DO NOT flow indication arrow that has OVERTIGHTEN THREADS. been cast into the valve body. OVERTIGHTENING MAY The most common installation CAUSE VALVE FAILURE. allows for a 1/4" IPS nipple *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 Fire Protection Products, Inc. ® 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©2003-2007 Fire Protection Products,Inc FnoP �P, For questions: 1 800 344-1822-1 800 344-3775 fax-www.fppi.com FireLock EZ° Rigid Coupling A —ta U—h C- Style 009N 10.64 Material Specifications: Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. PATENTED Housing Coating: Approvals/Listings: ❑ Orange enamel (North America, Asia Pacific) ❑ Red enamel (Europe) U1 U5 FM LPCB VdS LISTED ❑ Optional: Hot dipped galvanized See Victaulic Publication 10.01 for more details. Gasket: Product Description: Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters The FireLock EZ Style 009N Installation-Readyll" Laboratories Inc., Underwriters Laboratories of Canada Rigid Coupling is for use in the fire protection market. Limited, and Approved by Factory Mutual Research for 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. J 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. 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. Nominal Size cULus FM Vds LPCB Sch.5 Sch.10 I Sch.40 Sch.5 Sch.10 Sch.40 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 1'A 232 365 365 175 363 363 365 365 32 1600 2517 I_ 2517 1205 2502 2502 2517 2517 11/2 232 365 365 175 363 363 365 365 40 1600 2517 2517 1205 I 2502 2502 2517 2517 2 363 365 365 175 363 363 365 365 50 2502 2517 2517 1205 2502 2502 2517 2517 it 21/2 N/A 365 365 175 363 363 365 365 65 2517 2517 1205 2502 2502 2517 2517 3651 �3633 ( 365 365 76.1 mm N/A 2517 N/A N/A 2502 N/A 2517 2517 3 N/A 365 365 175 363 363 365 365 80 2517 _ _- 2517 I 1205- — 2502 2502 2517 I 2517 4 365 365 175 363 363 365 365 N/A 100 2517 I 2517 1205 2502 _ 2502 2517 2517 363 363 108.0mm N/A N/A N/A N/A 502 2502 N/A N/A 5 290 365 363 363 125 N/A 2000 2517 N/A 2502 2502 N/A N/A 133.0 mm Refer to Submittal 10.61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 6 N/A 290 365 N/A 363 363 N/A N/A 150 2000 2517 2502 2502 8 N/A 290 365 N/A 363 363 N/A N/A _J 200 2000 2517 2502 2502 1 Listed/Approved for wet and dry pipe systems(>-40°F/-40°C)for continuous use in freezing conditions,use of silicone gaskets is recommended. Please refer to the Victaulic Installation Manual(1-009N/009H)for details concerning when supplemental lubrication is required. 2 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 7kpP. FMcULus FMcULus FMSch. inches psi Sch. inches psi psi Sch. inches psi psi kPa kPa kPa kPa kPa BLT 1 1/a-2 300 365 EZT 1 1/a-2 300 365 MIT 1 1/a-2 300 365 2068 2517 2068 2517 2068 2517 DF 1 1/a-4 300 365 FF 1 1/4-4 300 365 MILT 1 1/a-2 N/A 365 2068 2517 2068 2517 2517 DT 1 1/4-2 300 365 FLF 1 1/a-4 N/A 365 ST 11/4-2 N/A 365 2068 2517 2517 2517 EF 1 1/4-4 175 175 FLT 1 Ya-2 N/A 365 STF 1 Ya-4 N/A 365 1206 1206 2517 2517 300 365361 EL 1 1/a-2 FLTL 1 1/a-2 N/A TF 21/a-4 N/A 2068 2517 25151 7 25151 7 �1 victaulic.com I Couplings I Rigid I Style 009N I Publication 10.64 Style 009N Dimensions: I< Y le Zsl Y trz-s( }; Y Style 009N Pre-Assembled Style 009N Joint Assembled (Push On Condition) i f Dimensions Pre-assebled Actual Maximum Maximum Allow. (Push On Condition) I Joint Assembled Approx. Nominal I Outside Working End Pipe End - I Weight Size Diameter Pressure' Load' Separation Bolt/Nut' X Y X Y Z Each inches inches psi lbs. inches (No.)size inches inches inches inches inches lbs. mm mm kPa N mm inches mm mm Minn mm mm kg 1 1/4 1.660 365 790 0.10 2-3/s x 2 3.10 4.90 j 2.70 4.90 1.92 1.4 32 42.4 2517 3514 2.54 M-10 x2 79 124 69 124 49 0.7 1 1/2 1.900 365 1035 0.10 2-3/8 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 2-3/3 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 I 2.875 365 2370 0.12 2-%x 21/2 4.50 6.10 4.00 6.10 1.95 2.1 65 73.0 2517 1 10542 3.05 M-10 x 2 Va 114 155 102 I 155 50 1.0 76.1 mm 3.000 365 2580 0.12 2-3/a x 21/2 4.56 6.00 4.05 6.06 1.94 2.1 76.1 2517 11476 3.05 M-10 x 2 Y2 115.7 152.5 1 102.8 153.9 1 49.2 1.0 3 3.500 365 3512 0.12 2-3/a x 2 Y2 5.10 6.70 4.60 6.70 1.95 2.3 80 88.9 2517 15622 3.05 M-10 x 21/2 129 170 117 170 50 1.0 4 4.500 365 5805 0.17 2-3/s x 21/2 5.95 7.80 5.54 7.47 2.14 2.9 100 i 114.3 2517 25822 4.32 1 M-1 O x 2112 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.Omm 108.0 2517 23020 41.318 2-3/ax2'/z 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-'/2 x 3 183 1 235 170 231 56 1 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 1 2.17 6.0 150 168.3 2000 44469 4.318 2 1/2 x 31/4 211 261 199 257 55 2.7 8 8.625 365 13730 0.17 2_s/e x 4 10.89 13.31 10.22 13.1 2.5 11.4 200 219.1 1620 61074 4.318 277 338 260 333 64 5.2 1 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe.WARNING:FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 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 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 Installalion Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications.All products IL........Ai..l .. �... ..�4-.III.... Ll-....lL.....I.�-..�i•...Ii.1...1...VI...�..M.-M..w•�..I�f\/�I-.i ilia .. i...._._ii . .. ....-.i____ .i.i_ _ __. ._._ i._ ._ii_. _ ii •__• _•.___ Intentionally Blank FireLock° Rigid Coupling Style 005H �ctaulhc' 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 Fxiegerated for clarity Housing Coating: (specify choice) VIC Standard: Orange enamel (North America); red c rspor Sy e rcm enamel (Europe) ❑ Optional: Hot dipped galvanized Approvals/Listings: FM �P vds �P� Coupling Gasket: (specify choice) C&US LISTED 104-1a/02 NOTE:Additional gasket styles are available.Contact Victaulic for details. 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 Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry(oil free air) Product Description: sprinkler services up to the rated working pressure using the Grade "E"Type A Vic-Plus"Gasket System, requiring no field FireLock Style 005H rigid coupling has a unique, lubrication for most installation conditions. patented angle-pad design which allows the housings ❑ "Grade L" silicone to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is Recommended for dry heat, air without hydrocarbons to obtained. +350°F and certain chemical services. Support and hanging requirements correspond to For dry services, Victaulic continues to recommend the NFPA 13 Sprinkler Systems. Angle-pad design permits use of Grade "E" Type A FlushSeal® Gasket. assembly by removing one nut/bolt and swinging the Contact Victaulic for details. housing over the gasket. This reduces components to handle during assembly. Bolts/Nuts: Heat-treated plated carbon steel, trackhead Style 005H FireLock coupling are designed and meeting the physical and chemical requirements of recommended for use ONLY on fire protection systems. ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to Vic-Plug' 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 etfor 1 1/a-4732-100 mm sizes and 300 psi/2068 kPa for 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 9 deflection. Actual Maximum Maximum i Allow. Approx. Nominal Outside Working End Pipe End Dimensions Weight Size Diameter Pressure14 I 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 kgI 1 Ya 1.660 1 350 755 0.05 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 2-'/e x 2'/a 70 114 48 0.5 11/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 2-'/B X 2 Y4 76 121 48 0.5 2 2.375 350 1550 0.07 2-'/e X 21/z 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 89 _ __ 133 48 ______0.7 4.00 5.75 1.88 1.9 21/2 2.875 350 2270 0.07 65 73.0 2413 10110 1.7 2-3/s x 21/2 102 _ I -146--_ 48 .09_ 76.1 mm i 3.000 350 2475 0.07 2 '/e x 2'h 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 _ 105 146 48 0.9 ~ 3 3.500 350 3365 0.07 4.63 6.13 1.88 2.1 _80 88.9 2413 I 14985 1.7 2 3/a X 2 Vz _ 118 156 48 1.0 _ 4 4.500 350 5565 0.16 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 2-3/e x 21/z 146 184 _54 1.4 4.250 300 4255 0.16 5.63 7.25 1 2.13� 3.1 108.0 mm 108.0 2068 18940 4.1 2-'/e x 21/z 143 184 54 1.4 5 5.563 300 7290 0.16 21/ x 3 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 z _ 175 229 54 2.0 5.250 300 6495 0.16 6.63 9.00 2.13 4.5 133.0 mm 13 10 2068 28900 4.1 2-1/2 X 2'/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 1/z x 2'/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 2-1/z x 3 203 254 53 2.3 6.250 300 9200 0.16 7.63 10.00 2.13 5.5 159.Omm 159.0 2068 40955 4.1 2 Yz x 23/a 194 254 54 2.5 6.500 300 9955 0.16 21/ x 3 8.15 10.00 2.13 5.5 165.1 mm 165.1 2068 44295 4.1 z 207 254 54 2.5 8 8.625 300 17525 0.19 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 2-5/e x 41/a 267 334 67 5.1 1 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe.WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11h 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 Pie Size Pie Size Pie Size Sch. inches UL ULC FM S h. inches UL I ULC f FM S h. inches UL ULC FM 5 11/4-3 175 175 175 EL 11/a-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 Sted y 11/4-2 N/A N/A 300 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 11/4-2 300 N/A N/A WLS 11/4-2 300 300 N/A DT 11/4-2 300 300 N/A MILT 11/4-2 300 N/A N/A XL 11/4-3 300 300 300 EF 11/4-4 1757 N/A 175 MF 11/4-4 300 N/A 3005 5 FM approved for service in 1 1/2-4"pipe. 6 UL Listed for service up to 4"pipe only. 7 UL Listed for service up to 3"only. 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 VV.�......li i..4... -.... ..�I�II.... LI-....11.....1..-�.�i....liA...V .iVh..��h�L.l.....�..V..f\/�V�ili� •.♦.. ,..•• � A. M ••n-....i_ ..•..•.....•. .. •. ••... Intentionally Blank i Victaulic° Flexible Coupling �ctaul>ic' Style 75 06.05 A •EP 1—8"/DN25—DN200 Exaggerated for clarity 1.0 PRODUCT DESCRIPTION Available Sizes • 1 —8"/DN25— DN200 Pipe Material • Carbon steel • Stainless steel Maximum Working Pressure • Accommodates pressures ranging from full vacuum (29.9 in Hg/760 mm Hg) up to 500 psi/3447 kPa/34 bar • Working pressure dependent on material, wall thickness and size of pipe Application • Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories • Provides a flexible pipe joint which allows for expansion, contraction and deflection • Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS c 4L us <R> VdS FL-PCB] LISTED NOTES • Download 2UbflcatIqn 10.01 for Fire Protection Certifications/Listings Reference Guide. • See publication 02,06:Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. 1 i 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') El 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 mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +1.50°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. ❑ Others For alternate gasket selection, reference public_ation05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are riot 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 x 3 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 I mm mm Degrees mm/m metric mm mm mm kg 1 i 1.315 1 0-0.06 0.57 3/a 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 'A 1.660 0-0.06 2 10 0.45 3/a x 2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 38 2 M10 x 51 68 117 45 0.6 1 '/2 1.900 0-0.06 0.40 3/e x 2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 1 -56' 33 2 j M10 x 51 74 122 45 0.6 Y 33 2 2.375 0-0.06 0.32 %x 2 3.43 5.22 1.88 1.7 J DN50 60.3 0-1.6 1 -31' 26 2 MI x 51 87 133 48 0.8 2 1/2 2.875 0-0.06 0.26 3/e x 2 3.88 5.68 1.88 1.9 73.0 0-1.6 1 15 I 22 2 M 10 x 51 98 1 144 I 48 I 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 0-1.6 1 2 18 2 M12 x 70 114 178 48 1.3 3 1/2 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 I 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 M12 x 70 147 204 54 1.9 4.250 0-0.13 0.35 1/2x 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 2 1/8 x 3 1/4 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 1 18 0.27 1/8 x 31/4 6.88 10.07 2.13 5.8 141.3 0-3.2 23 2 M16 x 83 1 175 256 54 2.6 1 5.250 0-0.13 0.28 5/s x 3 1/4 6.55 9.37 2.13 6.0 133.0 0-3.2 1 -21 24 2 M 16 x 83 166 238 I 54 2.7 5.500 0-0.13 0.28 5/e x 3 1/4 6.80 9.59 2.13 6.3 DN125 13, 0-3.2 1 18 24 2 M16 x 83 173 244 54 2.9 6.000 0-0.13 1 -12' 0.21 2 %x31/4 7.38 10.48 1.88 6.2 152.4 0-3.2 18 M 16 x 83 187 266 48 2.8 6 6.625 0-0.13 0.23 1/8 x 3 1/4 8.00 11.07 2.13 7.0 DN150 168.3 0-3.2 1 -5 18 2 M16 x 83 203 281 54 3.2 6.250 0-0.13 1 -91 0.24 2 '/a x 31/4 7.63 10.49 2.13 6.8 159.0 0-3.2 20 M 16 x 83 194 I 266 54 3.1 6.500 0-0.13 0.23 '/a x 31/4 7.84 10.66 2.08 6.6 165.1 0-3.2 1 -7 58 2 M 16 x 83 199 271 53 _ 3.0 8.515 0-0.13 0.18 1 3/4 x 41/4 10.19 13.75 2.32 13.2 216.3 0-3.2 0-51 46 2 1 M20 x 108 1 259 350 59 6.0 8 8.625 0-0.13 0.18 3/4 x 41/4 10.34 13.97 2.13 12.4 ` DN200 219.1 0-3.2 0-50' 14 2 M20 x 108 263 355 59 5.6 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes these figures should be reduced by: 50%for 3/4-3 1/2"/DN20-D1190;25%for 4"/DN100 and larger. hl- victaulic.com 5.0 PERFORMANCE • Style 75 Size Actual Maximum Outside Working Maximum Nominal Diameter Pressure4 End Load4 inches inches psi lb DN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3,025 1 1/4 1,660 500 1 1080 DN32 42.4 3447 4,805 1 1/2 1.900 500 1420 DN40 48.3 3447 I 6,320 2 — 2.375 500 I 2215 _ DN50 60.3 3447 9,86_0 21/2 2.875 500 3245 73.0 3447 14,440 3.000 500 3535 DN65 76.1 3447 15,730 3 3.500 500 ,f- 4800 DN80 88.9 3447 21,360 31/2 4.000 500 6300 DN90 101.6 3447 28,035 4 4.500 ' 500 7950 DN100 114.3 3447 _ 35,380 4.250 — -- - 450 Yr 6380 108.0 3103 _ 28,395 5.000 450 8820 127.0 ( 3103 39,250 1 5 5.563 1 450 10935 141.3 I 3103 48,660 5,250 450 9735 133.0 3103 43,325 5.500 450 10665 DN 125 139.7 3103 47,460 6.000 450 12735 I 152.4 I 3103 56,670 6 6.625 450 15525 DN 150 168.3 3103 69,085 6.250 450 13800 159.0 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 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/z times the figures shown. 1 victaulic.com 6.0 NOTIFICATIONS • Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. 7.0 REFERENCE MATERIALS 02.06:Victaulic(b Putahle Wallet Auuruyals ANSI/NSF 05.0L Victaulic®Seal Selection Guide-Elastomeric Seal Construction 06.15:Victaulic(B)Pressure Ratings and End Loads fnf Viclaulic Couplings on Steel Prpe 10.01:VlclaulicO Products for Fire Protection e'oina Syste2s-Regulatory Auorovsd Reference Guidc 1Z01:ViclaubcO Pine Preparation for Use on Stainless Steel Piue With Victaulic Products 17,09:Victaulica Ductile Iron Grooved Couodngs Performance Data for Stainless Steel Pine 25.01:VictaulfcO Standard Groove Specifications 26.01:Victaulic®Design Data 29.01,Vktaulic®Terms and Conditions of Sale 1-100,Victaulic®Field Installation Handbook 1 �} 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 �ctaulic` Style 750 06.08 EM -T 1.0 PRODUCT DESCRIPTION Available Sizes: • 2 x 1" through 10 x 871DN50 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 C20 - FM vds LPCB CTP NOTES • Download miblication 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 65-45-15, is available upon special request. Housing Coating: (specify choice) ❑ Standard: Orange enamel. ❑ Optional: Hot dipped galvanized conforming to ASTM A153. ❑ Optional: Contact Victaulic with your requirements. Gasket: (specify choice') ❑ Grade "E" EPDM EPDM (Green stripe color code). Temperature range—30"F to +230"F/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot+180°F/+820C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. ❑ Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range—20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, hydrocarbons, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over 4-150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER SERVICES OR STEAM SERVICES. Others ❑ For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide. Services listed are General Service Guidelines only.It should be noted that there are services for which these gaskets are not compatible.Reference should always be made to the latest 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. Assembly Washer (optional): Galvanized carbon steel. 2 Optional bolts/nuts are available in imperial size only victaulic.com 4.0 DIMENSIONS Style 750 ,. Y 1 r-Z-0 �Y Z � r- f x x Pipe End Size Separationz Deflect. From CL3 Bolt/Nut Dimensions Weight Approximate Nominal Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches In./Ft. inches inches inches inches lb DN mm Degrees mm/m , mm mm mm mm kg 2 x 0'-57' 2 3/8 x 2 1 0 0.07 0.20 3.38 5.28 1.88 2.7 DN50 DN25 1 17 i -85_ 134 48 1.2 11/2 0 0.07 0° 57' 2 3/a x 2 0.20 I 3.38 5.28 1.88 2.0 1 DN40 0 1.8 17 l 85 134 48 1.0 J 2 1/z 2 0-0.07 0° 0.16 4.00 5.93 1.88 3.1 x DN50 0-1.8 47 2 3/a x 2 14 102 151 48 1.4 2 0-0.07 0° 0.16 4.38 6.63 1.88 4.6 DN65 x DN50 0-1.8 47 2 1/2 x 2 3/414 111 168 48 2.1 3 x 2 0-0.07 0'-39' 2 1/2 x 2 3/40.13 4.75 7.13 1.88 4.9 DN80 DN50 0-1.8 1 11 121 181 48 2.2 21/2 0-0.07 0.13 4.75 7.13 1.88 4.3 0-1.8 0° 39' 11 2 1/z x 2 3/4121 181 48 2.0 0-0.07 0.13 4.75 7.13 1.88 4.2 DN65 0-1.8 0° 39 11 2 1/z x 2 1/4121 181 48 1.9 4 2 0-0.13 0.28 6.25 8.90 2.25 8.1 DN 100 x DN50 0-3.2 1° 19' 25 2 1/8 x 31/a 159 226 57 3.7 2 1/z 0-0.13 1°-19' x 3 1/a 0.28 6.25 8.90 2.25 8.6 0-3.2 25 159 226 57 3.9 0-0. 1° 19' 2 1/8 x 31/a 13 0.28 6.25 8.90 2.25 6.9 DN65 0-3.2 25 159 226 57 1 3.1 3 0-0.13 1° 19' 0.28 6.00 8.90 2.25 6.7 DN80 0.3.2 25 2 5/e x 3 1/4152 226 57 3.0 5 4 0-0.13 0.22 7.18 10.70 2.13 11.2 x DN 100 0-3.2 1"�3 19 2 1/4 x 4 Ya 182 272 54 5.1 4 0-0.13 0° 55' 2 -1/4 x 41/a 0.19 8.63 11.90 2.25 15.2 165.1 x DN 100 0-3.2 16 219 302 57 6.9 6 x 4 0-0.13 0'-52' 2 3/4 x 41/a 0.18 8.63 11.90 2.25 16.7 DN150 DN100 0-3.2 15 219 302 57 7.6 5 0-0.13 0.18 8.31 11.90 2.25 12.9 0-3.2 0° 52' 15 2 1/4 x 4 1/a 211 302 57 5.9 8 x 0-0.13 0'-38' 2 '/e x 5 0.13 10.75 14.88 2.50 23.2 DN200 165.1 0-3.2 11 273 378 64 10.5 6 0-0.13 0° 38' 0.13 2 7/a x 5 10.81 14.88 2.50 22.4 DN 150 0-3.2 11 275 378 64 10.2 10 8 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 51/2 333 438 67 14.2 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes,these figures should be reduced by: 50%for 3/-3 1/2"/DN20-DN90;and 25%for 4"/DN100 and larger. victaulic.com 5.0 PERFORMANCE Style 750 Size Maximum Maximum i Working End Nominal Pressure4 Load inches psi lb DN kPa IN 2 1 350 500 DN50 x DN25 2413 2,225 11/2 350 1000 DN40 2413 4,450 21/2 2 500 2215 x DN50 3447 9,850 2 350 l 1550 DN65 x DN50 2413 6,900 3 2 350 1550 j DN80 x DN50 2413 I 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 21/2 350 f 2275 _ 2413 _ 10.125 350 I 2475 DN65 2413 11,014 3 500 4810 DN80 I 3447 21AOO 5 4 350 5565 x DN100 2413 24,765 6 4 350 j 5565 DN150 x DN100. 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 j 350 I 20450 DN250 x DN200I 2413 1 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 1 112 times the figures shown. • For joint pressure ratings on additional carbon steel wall thicknesses,see publicalion 06.15. 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 _ Pipe Length Size Pipe Length Small Small Nominal Diameter Nominal Diameter inches ft inches ft DN m DN m 2 1 5.9 1 2 2.7 DN50 x DN25 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 2 1.9 2 1.0 x DN50 0.6 DN50 x 2 1/2 0.3 2 1.9 1.0 DN65 x DN50 0.6 DN65 0.3 3 2 5.5 3 3.5 DN80 x 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 1.2 x DN80 0.8 4 2 6.0 4 3.0 DN100 x DN50 1.8 DN100 0.9 21/2 6.0 3 2.5 1.8 DN65 x DN80 0.8 6.0 4 3.0 DN65 1.8 DN100 0.9 3 6.0 3 4 2.5 DN80 1.8 DN80 x DN100 0.8 5 4 3.0 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 1.7 6 7.3 6 8 6.0 DN1501 2.2 DN150 x DN200 1.8 10 8 8.7 8 10 6.3 DN250 x DN200 2.7 DN200 x DN250 1.9 victaulic.com 6.0 NOTIFICATIONS aAft • Read and understand all instructions before attempting to install, remove,adjust, or maintain any Victaulic piping products. • Depressurize and drain the piping system before attempting to install, remove, adjust,or maintain any Victaulic piping products. • Wear safety glasses, hardhat, and foot protection. • Only No. 61 bull plugs shall be used with Style 750 reducing couplings in systems where a vacuum may develop. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS 05.01,Viclaulic@ Seal Selection Guide 10 Ol VictaulfcO Products for fire Protection Piolne Systems-Regulatory AP_P_rW_dt-BYlta L Guide 25 01:Victaulic®Original Groove System(OGS)Groove Spec tfi o 26.01:VictaulicA Design Data 29 01•Victaultc@ Terms and Conditions of Sale 1-100•VlclaulicO 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 Victaulic° Grooved End Fittings �ct—au I c 07.01 sips WA 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). 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 GQV AGS-Advanced Groove System from 14—60"/DN350—DN1500 Ductile Iron for AWWA size pipe Publication 20.05 Publication 23.05 Stainless Steel Publication 17.16 XL fittings for abrasive services Publication 07.07 Galvanized Publication 07.01 for Original Groove Fittings Publication 20.05 for AGS Fittings Aluminum Publication 21.03 4r Extra Heavy EndSeal "ES" Publication 07.03 ow Shouldered Ends Publication 07.06 Copper Publication 22.04 M1 Plain End Publication 14.04 victaulic.com 2.0 CERTIFICATION/LISTINGS c�Euus FM �P LPCB VdS NOTES • When supplied as"hot dip galvanized"the following fittings are UL Classified in accordance with ANSI/NSF 61 and for use on cold+86"F/+30"C potable water service and ANSI/NSF 372:No. 10 90"Elbow,No. 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 1/2 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.12 221/2 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— 12"/DN200— DN300: Carbon steel, Schedule 30 or 40, conforming to ASTM A53, Type E or S, Gr. B Flanged Adapter Nipples: (specify choice) ❑ Class 125 Flange: Cast iron conforming to ANSI B16.1 ❑ Class 150 Flange: Carbon steel conforming to ANSI B16.5, 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 No. 10 90° Elbow No. 11 45° Elbow Cto E-No. 12 221/z° Elbow MI E ! No. 13 111/a° Elbow i'ctoE cr No. 100 90° Long I c,oE'` L Radius Elbow �._ + < ct. -� to I T.� ctoen No. 110 45° Long L i 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/z°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) I 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 mrn I} kg J mm_ kg I mm I kg 3/41.050 2.25 0.5 } 1.50 0.51.63(sw)t _ 1.38(sw)I 2.50(sw) 0.4 1.88(sw) 0.3 DN20 26.9 57 I 0.2 38 0.2. 41 35 64 0.2 48 0.1 1 I 1.315 2.25 0.6 I 1.75 0.6 3.251 0.6 1.38( 0.3 2.88(sw) 0.6 2.25(sw) 0.5 DN25 33.7 57 0.3 _ 44 _ 0.3_�83 0.3 35 0.1 73 0.3 57 0.2 E - 1 1/a 1.660 2.75 1.0 1.75 0.9 1.75 0.8 1.38(sw) 0.5 3.25(sw) 1.1 2.38(sw) 0.7 I DN32 42.4 70 _ 0.5 44 I 0.4 44 0.4 35 _0.2 83 0.5 60 0.3 ! 1 1/z 1.900 2.75 1.2 1.75 0.9 1.75 0.8 1.38(sw) 0.5 3.63(sw) 2.2 2.50(sw) 1.3 DN40 48.3 70 0.5 44 0.4 44 0.4 35 0.2_ 92 1.0 64 0.6 2 2.375 3.25 1.8 2.00 1.3 1.88 1.2 1.38 1.0 -4.38 2.5 2,75 1.8 DN50 60.3 83 0.8 51 0.6 I ~ 48 0.5 35 _0.5 ' _l l l 1.1 70 0.8 21/2 2.875 3.75 3.2 2.25 2.2 4.00---2.3 ) 1.50 ^I 1.1 5.13 3.4 1 3.00 2.8 73.0 95 1.5_ 57 1.0 102 1.0 38 0.5 130 1.5 � 76 1.3 i 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 3.38 4.9 DN80 88.9 108 2.0 64 1.4 114 1.4 38 1.0 149 2.7 86 2.2 3 1/2 4.000 4.50 5.6 2.75 4.3 2.50(sw)i 4.0 11.75(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 5.6 108.0 127 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 5.563 5.50 11.7 3.25 8.3 2.88(sw) 7.8 2.00(sw) 5.0 9.25(sw) 18.0 4.88(sw) 14.8 141.3 140 5.3 83 3.8 73 3.5 51 2.2 235 8.2 124 6.7 5.250 5.50 11.7 3.25 8.3 133.0 140 5.3 83 3.8 5.500 5.50 11.7 3.25 8.3 2.88 _ 2.00 DN125 139.7 140 5.3 83 3.8 73 51 i 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 I 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 2.00 7.4 10.75(swl 29.0 5.50(5w) 19.0 165.1 165 7.0 89 4.4 79 5.2 51 3.4 273 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 �1 victaulic.com 4.0 DIMENSIONS (Continued) Elbows No. 10 90' Elbow No. 11 45' Elbow -` ctoE -•� No. 12 221/z Elbow i Et E No. 13 111/4' Elbow I-ctoE cto No. 100 90' Long I ctoE� J Radius Elbow - .1 cto No. 110 45' Long to T ` �' ct2E 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 111/4° 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 DIN mm mm kg mm kg mm kg mm kg mm ` kg mm kg 8 8.625 7.75 29.9 4.25 20.4 7.751 20.0 2.00 10.1 14.25 66.0 7.25 36.0 DN200 219.1 197 13.6 I 108 9.3 197 1 9.1 51 4.6 362 30.0 184 16. 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 E40.]8 DN250 273.0 229 28.7 121 17.0 111 13.6 54 5.3 381 48.5 159 12 12.750 10.00 74.0 5.25 66.7 4.88(sw) 40.0 2.25 29.3 18,00 156.0 7.50 DN300 323.9 254 33.6 133 30.3 j 124 18.1 57 13.3 457 70.8 191 142 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 6.13 82.0 377.0 377 67.7 156 37.2_ 1 162 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 1 127 26.3 102 19.1 610 95.3 254 45.4 16.773 16.75 198.6 7.00 101.3 _ I _ _ _ ( _ _ _ 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 ON500 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 24.80 545.0 10.25 255.2 630.0 630 247.2 ! 261 115.7 14-60 For AGS fitting information,see publication 20.05 DN350-DIN 1500 AGS'" V 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. 6H, CioE-� CtoENo. R-10F Grv. x Flange H B Dia. B Dia. No.R-10 Size Reducing Base Support Elbow Approx.Weight Each Nominal C to E H B Diameter Grv.x Grv. Grv.x Flange inches inches inches inches I lb lb DN mm mm mm kg F kg 6 4 9.00 1.25 1.50 19.0 33.0 DN150 x DN10_0 229 32 38 _ 8.6 15.0 1 5 9.00 1.50 i 1.50 I 23.0 38.0 _ 229 38 1 38 10.4 17.2 8 6 10.50 2.13 1.50 33.0 52.0 DN200 _ x DN150 267 24 38 15.0 23.6 10 8 12.00 2.40 1 1.50 61.0 88.0 DN250 x DN200 305 _ 61 ' 38 i 27.7 39.9 4.2 DIMENSIONS Adapter Elbow No. 18 90"Adapter Elbow Cto No. 19 45"Adapter Elbow GE cto I GE C to C O TE TE L No. 18 No. 19 Size 90"Adapter Elbow 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 ON mm mm mm kg I mm mm kg 3/4 1.050 2.25 2.25 0.5 1 1.50 1.50 0.5 DN20 26.9 57 57 0.2 38 38 0.2 1 1.315 2.25 2.25 0.5 DN25 33.7 57 57 0.2 11/4 1.660 2.75 2.75 0.9 DN32 42.4 70 L 70 0.4 11/2 1.900 2.75 2.75 1.1 1.75 1.75 0.9 DN41 48.3 70 70 0.5 44 44 0.4 2 2.375 3.25 4.25 2.5 DN50 60.3 83 108 1.1 21/2 2.875 3.75 3.75 3.0 2.25 2.25 2.3 73.0 95 95 1.4 57 57 1.0 3 3.500 4.25 6.00 5.8 2.50 4.25 5.0 DN80 88.9 108 152 2.6 64 108 2.3 31/2 4.000 4.50 6.25 8.0 5.25 5.25 8.8 DN90 101.6 114 159 3.6 133 133 4.0 6 6.625 6.50 6.50 t 17.6 3.50 1 3.50 12.7 victaulic.com 4.3 DIMENSIONS Tees, Crosses and True Wyes �CtoE� - CtoE-+ Cto LE - t C I �D4 tE C to TE - _�_ No.20 No.35 No.33 No.29M Size Tee Cross(sw) True Wye(sw) Tee with Threaded Branch Actual Approx. Approx. -� I Approx. Approx. ` Outside Weight Weight Weight Weight Nominal Dimeter C to E (Each) C to E (Each) C to LE C to SE (Each) C to GE C to TE (Each) inches inches inches lb inches lb inches inches lb inches inches lb DN mm mm kg mm kg mm mm kg mm mm kg 3/4 1.050 2.25 0.6 2.25 0.9 2.25 2.00 0.7 2.25 2.25(sw) 0.6 DN20 26.9 57 0.3 57 0.4 I 57 51 0.3 57 57 0.3 1 1.315 2.25 1.0 2.25 1.3 2.25 2.25 1.1 2.25 2.25 1.0 DN25 33.7 57 0.5 57 0.6 57 57 0.5 57 57 0.5 11/4 1.660 2.75 1.5 2.75 2.1 2.75 2.50 1.5 2.75 2.75 1.5 DN32 42.4 I 70 0.7 i 70 1.0 70 64 0.7 70 70 0.7 11/z 1.900 2.75 2.0 2.75 2.5 2.75 2.75 1.8 2.75 2.75 2.0 1 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 _ 60.3 83 1.4 83 1.7 83 70 1.1 83 108 1.4 21/2 I 2.875 3.75 4.3 3.75 6.1 3.75 3.00 4.3 3.75 3.75 4.3 73.0 _ 95 2.0 95 2.8 95 76 2.0 95 95 2.0 3.000 3.75 5.2 _ _ _ _ 3.75 3.75(sw) 5.2 DN65 76.1 95 2.4 95 95 2.4 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 DN100 114.3 127 5.4 127 7.2 127 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 _ _ _ I _ _ 5.50 5.50(sw) 17.8 133.0 140 8.1 ! 140 140 8.1 5.500 5.50 17.8 _ _ _ _ _ 5.50 5.50(sw) 17.8 DN125 139.7 140 8.1 140 140 8.1 -5 - 5563- --5.50- - f T7.8-- 550 20.0- ! 5.50- 1 -4.00 t 15.0-" 5.50 5.50(sw)-" -17.8- 141.3 140 8.1 140 _9.1 140 1 102 6.8 140 140 8.1 6.250 6.50 27.1 _ _ _ _ _ 6.50 6.50(sw) 27.1 159.0 165 12.3 165 165 12.3 6.500 6.50 22.0 1 6.50 28.0 _ _ 1 _ 6.50 16.50(sw) 22.0 165.1 _ 165 10.0 165 1 12.7 165 t 165 10.0 6 6.625 6.50 25.7 6.50 28.0 6.50 4.50 22.3 6.50 6.50(sw) 25.7 DN 150 168.3 165 11.7 165 12.7 165 114 10.1 165 165 11.7 8 8.625 7.75 47.6 7.75 48.0 7.75 6.00 36.0 7.75 7.75 47.6 ' DN200 219.1 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 DN250 273.0 229 44.9 229 55.1 229 155 31.7 229 229 44.9 12 12.750� 10.00. _133.0�.. 10.00 110.0 10.00 7.00 80.0 10.00 10.00 133.0 DN300 323.9 254 60.3 254 49.9 254 178 36.3 i 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 �Cto E- C toE CtoLE C to r GE I � I !✓� SE CtoTE - No.20 No.35 No.33 No.29M Size Tee Cross(sw) True Wye(sw) Tee with Threaded Branch Actual Approx. Approx. Approx. Approx. Outside Weight Weight Weight Weight Nominal Dimeter C to E (Each) C to E (Each) C to LE C to SE (Each) C to GE C to TE (Each) inches inches inches lb inches lb inches inches lb I inches I inches lb DN mm mm kg mm kg mm mm kg mm mm I:y 142 t 14.000 11.00(sw) 145.0 1 11.00 198.0 11.00 7.50 134.2 D_N350 1 355.6 279 65.8 279_ 377.0 89.8 279 191 60.8 I1 145 292 92 65.8 162 16.000 12.00(sw) i 186.0 12.00 250.0 j 12.00 8.00 167.0 DN400 406.4 305 84.4 305 113.4 i 305 203 75.7 426.0 13.00 186.0 _ _ _ __ _ 30_0 84.4 -- 182 18.000 15.50(sw) 260.0 15.50 350.0 15.50 8.50 234.0 DN450 457.0 394 117.9 I 394 158.8 j 394 j_ 216 106.1_ I �( -480.0 14.63 256.0 372 116.1 j 202 20.000 17.25(sw) 336.0 17.25 452.0 17.25 9.00 281.0 DN500 i 508.0 438 j 152.4 I 438 205.0 438 229 127.5 0� 15.38(sw) 339. -- - - �-- - - 530.0 391 1 153 - - - - - - - 242 i 24.000 20.00(sw) 592.0 20.00 795.0 20.00 10.00 I 523.0 DN600 610.0 508 268.5 508 360.6 508 254 l 237.2 630.0� 17.38(sw) 473.0 I - _ _ _ _ 441 214.5 14-60 For AGS fitting information,see publication 20.05 DN350-DN1500 AGS V 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 CtoE CtoF I No. 29T Threaded Branch -•- T C C to to CtoE+l CtoE.l -_ E -- - - No.25 No.29T C C E `E No.29T No.25 w/Thd. Size Std. Branch Approx. No.25 No. 29T Weight No.29T Ti Nominal C to E C to E (Each) No.25 w/Thd. inches inches inches lb Size Std. Branch Approx. i DIN mm mm kg ` Weight 4 4 3/4 5.00(sw) 5.00(sw) 8.0 Nominal C to E C to E (Each) DN100 x DN100 x DN20 127 127 3.6 inches inches inches lb 1 5.00 5.00 7.8 DN mm mm kg DN25 127 127 3.5 1 1 3/4 2.25(sw) 12.25(sw) 1.0 l 1 1/4 5.00(sw) 5.00(sw) 9.6 DN25 x DN25 x DN20 57 E 57 0.5 J DN32 1 127 127 4.4 1 1/4 1 1/4 1 2.75(sw) 2.75(sw) 1.3 1 1/2 5.00 5.00 10.2 DN32 x DN32 x DN25 70 70 0.6 DN40 _ 127 127 4.6 1 1/2 1 1/2 3/4 2.75(sw) 2.75(sw) 1.5 2 5.00 5.00 11.2 DN40 x DN40 x DN20 70 70 0.7 DN50 127 _ 127 5.1 1 2.75(sw) 2.75(sw) 1.5 21/2 5.00 5.00 11.4 DN25 70 70 0.7 I 127 127 5.2 1 1/4 2.75(sw) 2.75(sw) 1.7 3 5.00 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) 3.9 3 5.50 5.50(sw) 16.6 DN20 95 95 1.8 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 6.50(sw) 6.5 S 24.0 DN40 95 95 1.8 DN40 1 165 165 10.9 2 3.75 3.75(sw) 4.5 2 I 6.50 6.50 21.6 DN50 95 95 2.0 DN50 I 165 165 9.8 3 3 3/4 4.25(sw) 4.25(sw) 5.7 21/2 6.50 6.50 21.4 DN80 x DN80 x DN20 108 108 2.6 165 165 11.7 1 4.25 4.25 6.1 3 6.50 6.50 26.5 DN25 108 108 2.8 DN80 165 165 12.0 11/4 4.25 4.25 8.0 4 6.50 6.50 25.0 DN32 108 108 3.6 DN100 165 165 11.3 1 1/2 4.25 4.25(sw) 6.5 5 6.50 6.50 23.2 DN40 108 108 2.9 165 165 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) I 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) victaulic.com 4.4 DIMENSIONS (Continued) Reducing Tee f CtoE+i i CtoE•i No. 25 Grooved Branch I I No. 29T Threaded Branch -i -- - C C to to �CtoE i CtoE ! E I I - - T - T No.25 No.29T c C ` to - - IC = E No.29T 3 No.25 w/Thd. Size 1 Std. Branch Approx. No.25 No. 29T Weight No. 29T Nominal I C to E C to E (Each) No.25 w/Thd. inches inches inches lb Size Std. Branch Approx. DN mm mm kg Weight 12 12 1 10.00(sw) 10.00(sw) 77.0 Nominal C to E C to E (Each) DN300 x DN300 x 01425 254 254 34.9 inches inches inches lb 2 10.00(sw) 10.00(sw) 1 80.0 DN mm mm kg DN50 254 254 t 36.3 8 8 1 1/2 7.75(sw) 7.75(sw) 33.0 21/) 10.00(sw) 10.00(sw) 78.0 DN200 x DN200 x DN40 197 197 15.0 254 254 _ - 35.4 I 2 7.75(sw) 7.75(sw) 33.5 3 10 00(sw) 10.00(sw) 82.0 DN50 197 197 15.2 DN80 ''L 254 254 37.2 2 1/2 7.75(sw) 7.75(sw) 39.0 4 j 10.00(sw) 10.00(sw) 1 80.0 DN100 254 254_ 36.3 _ 197 197 17.7 - -._ 3 ' 7.75(sw) 7.75(sw) 33.6 I 5 10.00(sw) 10.00(sw) 75.0 DN80 1 197 _ 197 I 15.2 254 I 254 II 34.0 4 7.75 7.75 r 41.8 6 10.00(sw) 10.00(sw) - 75.0 DN100 _ 197 ' 197 19.0 1 DN150 254 254 34.0 5 7.75(sw) 7.75(sw) 34.0 I 8 10.00(sw) 10.00(sw) 80.0 197 197 15.4 DN200; 254 254 1-36.3 6 7.75 7.75 42.3 10 10.00(sw)1 10.00(sw)' 84.0 DN150 197 197 19.2 I _ DN250 254 254 I38.1 7.75(sw) 7.75(sw) 48.0 1 142 14 4 11.00(sw) 11.00(sw) 102.0 165.1mm 197 197 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 49.1 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(5w) 9.00(5w) 62.4 10 11.00 11.00 120.0 229 229 28.3 DN250 279 279 54.4 3 9.00(sw) 9.00(sw) 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 X" 16` 4 12100"' T2.00 1300'"-' DN100 229 229 27.7 DN400 x DN400 x DN1001 305 305 1 59.0 5 9.00(sw) 9.00(sw) 52.0 6 12.00(sw) 12.00(sw) 133.5 229 229 23.6 DN150 305 305 60.6 6 9.00(sw) 9.00(sw) 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 DN2501 305 305 67.8 12 12.00 12.00 154.0 (s)=Carbon Steel Direct Roll Groove(OGS) DN300 1 305 305 69.9 (sw)=Carbon Steel Segmentally Welded i 14 12.00(sw)i _ 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 �1 victaulic.com 4.4 DIMENSIONS (Continued) Reducing Tee htoE- No. 25 Grooved Branch CtoEl -C ( No. 29T Threaded Branch -j - - T �._._ T C C to to ItCtol CtcE1 + E I 1 I 1 IE � '� T - - T No.25 No. 29T C C iO to 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. I inches inches inches lb Size Std. Branch Approx. DN 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 I 20.00 20.00 343.9 DN mm mm kg DN250 508 508 156.0 182 18 4 15.50(sw) 15.50(sw) 194.0 12 20.00 20.00 352.8 DN450 x DN450 x DN100 394 394 88.0 DN300 508 508 160.0 6 15.50(sw) 15.50(sw) 200.0 14 20.00 _ 360.0 DN150 394 394 90.7 DN350 508 163.3 8 15.50(sw) 15.50(sw) 202.0 16 20.00 _ 378.0 DN�200 394 i 394 91.6 DN400 508 171.5_ 10 I 15.50 15.50 212.0 18 1 20.00 _ 380.0 1 DN25_0 394 I 394 I 96.2 DN450 1 508 172.4 12 15.50 I 15.50 r 222.6 I 20 20.00 _ 373.0 DN300 394 394 101.0 DN500, 508 169.2 14 15.50 _ 230.1 For AGS fitting information,see DN350 394 104.4 14-60 publication 20.05 16 15.50 _ 247.6 DN350-1500 AGS'" 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 17.25 17.25 244.0 fittings in this size,contact your nearest Victaulic sales representative. DN200 438 438 110.7 (s)=Carbon Steel Direct Roll Groove(OGS) 10 17.25 17.25 256.0 (sw)=Carbon Steel Segmentally Welded DN250 438 438 116.1 12 17.25 17.25 264.0 NOTES DN300 438 438 119.8 • No.29T Threaded Outlet Reducing Tees are supplied NPT and are 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 1 NOTE / Cast fitting available.Contact Victaulic for details. victaulic.com 4.5 DIMENSIONS Bull Plug No. 61 EtoE� ED No.61 No. 61 ' Size Bull Plug(s) Actual Approx. Outside Weight Nominal Diameter E to E (Each) inches inches inches lb DN mm mm kg 2 2.375 1 4.00 2.5 DN50 60.3 102 1.1 21/2 2.875 5.00 3.0 73.0 127 1.4 r — 3 3.500 6.00 4.5 DN80 88.9 152 2.0 4 4.500 7.00 7.5 DN100 114.3 178 3.4 5 5.563 8.00 12.0 I 141.3 203 5.4 6 6.625 10.00 17.0 DN150 168.5 254 7.7 (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). �l victaulic.com 4.6 DIMENSIONS 45"Lateral No. 30 1 1 c to j C to j LE /' LE i' ct SE / SE ` 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 kq _ DN mm mm mm kg 3/ 1.050 4.50(sw) 2.00(sw) 1.0 6.500 14.00(sw) ; 4.50(sw) 43.6 DN20 26.9 1 114 51 0.5 165.1 356 114 19.8 1 1.315 5.00(SW) 2.25(sw) 1 1.7 6 6.625 14.00(sw) 4.5� 43.6 DN25 337 _ 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) I 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 23.00(sw) 7.00(sw) 165.0 DN50 60.3 178 70 2.3 1 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) j 8.00(sw) 344.2 DN65 76.1 216 83 5.0 DN400 406.4 737 203 1 156.1 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 3% 4.000 10.00(sw) 3.50(sw) 17.8 202 20.000 35.00(sw) I 9.00(sw) I 500.0 DN90 101.6 254 89 8.1 DN500 508.0 889 i 229 226.8 4 4.500 10.50 3.75 22.2(d) 242 24.000 40.00(sw) 10.00(5w) 715.0 DN100 114.3 267 95 10.1 DN600 610.0 1016 254 324.3 5 5.563 12.50(sw) 4.00(sw) 21.8 For AGS fitting information,see publication 20.05 141.3 318 102 9.9 14-60 (s)=Carbon Steel Direct Roll Groove(OGS) DN350-DIN 1500 A G57 N (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 c to j ct j LE LE j /' � I / � �\ `0 C to - SE SE � f No.30-R No.30-R No 30-R No 30-R Size 45'Reducing Lateral Size 45°Reducing Lateral f Approx. Approx. Weight Weight Nominal C to LE C to SE (Each) Nominal C to LE C to SE (Each) inches inches inches lb inches inches inches lb DN mm mm kg DN mm mm kq_ 3 3 2 8.50 3.25 9.8 142 14 4 26.50 7.50 172.0 DN80 x DN80 x DN501 216 i 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 83 4.4 DN150 673 191 84.8 4 4 2 10.50 3.75 10.0 8 26.50 7.50 205.8 DN100 x DN100 x DN50 267 95 4.5 DN200 673 191 93.4 21/2 10.50 3.75 10.0 r 10 26.20 7.50 235.0 267 95 4.5 DN250 673 191 106.6 r - - 3 10.50 3.75 18.3 12 26.50 7.50 250.0 DN80 267 95 8.3 ! DN300 673 191 113.4 5 x 5 x 2 12.50 4.00 24.0 162 16 6 29.00 8.00 215.0 DN50 318 102 10.9 DN400 x DN400 x DN150 737 203 97.5 3 12.50 4.00 27.0 I 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 29.00 8.00 265.0 DN100 318 102 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 DN450 x DN450 x DN150 813 216 124.3 8 4 18.00 6.00 62.0 8 32.00 8.50 275.0 DN200 x DN200 x DN100 457 152 28.1 DN200 813 216 124.7 5 18.00 6.00 75.5 12 32.00 8.50 347.0 457 152 34.2 DN300 813 216 157.4 6 18.00 6.00 82.0 14 32.00 1 8.50 350.0 DN150 457 152 37.2 DN350 813 216 158.8 10 10 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 Z16 164.2 5 20.50 6.50 99.0 202 20 12 35.00 5.0 9.00 41 521 165 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 48.0 DN350 889 229 190.5 8 20.50 6.50 118.0 16 35.00 10.00 425.0 DN200 521 165 53.5 DN400 899 229 192.8 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 1 23.00 1 7.00 1 147.0 For AGS fitting 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. T I H /i'� I EtoE� EtoE- �EtoE I G 3 No.40 No.42 No.43 I.-E, No.40,42,43 No.32 Size Adapter Nipple(s) ! Approx. No. Actual Outside Weight Size Tee Wyee((sw) Nominal Diameter E to E (Each) pprox. inches inches inches lb Weight DN mm mm kg Nominal G H El E2 (Each) inches inches inches inches inches lb 3/4 1.050 3.00 0.3 DN mm mm mm mm kg DN20 26.9 76 _ 0.1 2 x 2 2 2.75 7.00 9.00 4.63 6.4 25 33.7 1 1.3 - 3.00 0.4 x .7 7676 0.2 DN50 DN50 DN50 70 178 229 118 2.9 21/2 21/2 21/2 3.00 7.75 10.50 5.75 11.5 11/a 1.660 2.4 102 0.8 x x 76 197 267 146 5.2 DN32 42.4 102 0.4 11/2 1.900 4.00 0.9 3 3 3 3.25 8.50 11.50 6.50 14.3 40 48.3 102 0.4 DN80 x DN80 x DN80 83 216 292 165 6.5 2 2,375 4.00 1.2 31/2 31/2 31/2 3.25 10.00 13.00 7.75 22.9 DN50 60.3 102 0.5 DN90 x DN90 x DN90 89 254 330 197 10.4 21/2 2.875 4.00 1.9 4 4 4 3.75 10.50 13.63 8.13 26.0 73.0 102 0.9 100 x DN100 x DN100 95 267 346 207 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 4.50 14.00 18.25 11.50 1 60.5 DN90 101.6 102 0.9 DN150 x DN150 x DN150 114 356 464 292 27.4 4 4.500 i 6.00 5.5 8 8 8 6.00 18.00 23.25 15.25 127.1 DN100 114.3 152 2.5 DN200 x DN200 x DN200 152 457 591 387 57.7 5 5.563 6.00 7.4 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 9.5 12 12 12 7.00- 23.00 31.00 20.50 240.0 DN150 168.3 152 4.3 DN300 x DN300 x DN300 178 584 787 521 108.9 8 8.625 6.00 14.2 DN200 219.1 152 6.4 (s)=Carbon Steel Direct Roll Groove(OGS) 10 10.750 �- 8.00 2-76.0- (sw)=Carbon Steel Segmentally Welded DN250 1 273.0 203 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 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 T O No.60 No.60 No.60 No.60 Size Cap Size Cap Actual Approx. Actual Approx. Outside Weight Outside Weight Nominal Diameter "T"Thickness (Each) Nominal Diameter "T"Thickness (Each) inches inches inches lb inches inches inches lb DN mm mm kg DN mm mm kg 3/4 1.050 0.88 0.2 6.250 1.00 1 6.8 DN20 26.9 22 0.1 159.0 25 3.1 1 1.315 0.88 0.3 6.500 1.00 7.3 -j 25 33.7 22 _ 0.1 _ 165.1 25 3.3 !I 11A 1.660 0.88 I 0.3 I 6 6.625 1.00 6.1 DN32 42.4 -22- --0.1 _i F-- DN150 _168.3 25 2.8 11/2 1.900 0.88 0.5 8 8.625 1.19 13.1 DN40 48.3 22 0.2 DN200 219.1 3_0 1 5.9 2 2.375 - - 0.88 r 0.6 --10 - 10.750 1.25 -i- 21.0 DN50 60.3 22 0.3 DN250 273.0 32 9.5 21/2 2.875 0.88 I 1.0 12 12.750 1.25 35.6 73.0 _ 22 1 0.5 DN300 323.9 �} 32 16.2 3.000 0.88 1.2 142 14.000 I 9.50(s) + DN65 76.1 22 0.5 DN350 _ _ 355.6 I 241 _ 3 3.500 0.88 1.2 162 16.000 10.00(s) + DN80 88.9 22 0.5 _ DN400 _40_6.4 254 I __ _ 31h 4.000 0.88 2.5 182 i 18.000 11.00(s) �i DN90 101.6 22 1.1 DN450 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 I 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-DN1500 AGS'" DN125 ! 139.7 I 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 L- EtoE I- EtoE� EtoE EtoE •I rn- EtoE� r- EtoE�j No.41 No.45F No.45R No.46F No.46R No.45RE No.41 No.45F and No.45R No.46F and No.46R ANSI125 ANSI 150 ANSI 300 No.45RE Size Flange Adapter Nipple Flanged Adapter Nipple(s) Flanged Adapter Nipple(s) Flanged Adapter Nipple Actual I Approx. Approx. Approx. Approx. Outside Weight Weight Weight Weight J Nominal Diameter E to E (Each) E to E (Each) E to E (Each) E to E (Each) / inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg I mm kg mm kg 3/4 1.050 3.00 _ 3.00 2.3 3.00 3.3 1 DN20 26.9 76 76 1.0 76 1.5 _I 1 1.315 3.00 2.5 3.00 2.7 3.00 3.9 DN25 33.7 76 1,1 I 76 1.2 76 1.8 1'/4 1.660 4.00 3.0 4.00 3.3 4.00 4.8 DN32 42.4 102 I 1.4 102 1.5 102 2.2 1'12 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 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 2.9 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 5.3 102 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 1 6.00 21.5 6.00 21.3 6.00 35.3 _ 141.3 152 9.8 152 9.7 152 16.0 5.500 _ _ _ _ _ _ 2.75 16.3 DN125 139.7 70 7.4 6 6.625 6.00 26.5 6.00 27.5 6.00 47.5 2.75 16.3 DN150 168.3 I 152 12.0 152 12.5 152 21.5 70 7.4 6.500 165.1 8 8.625 6.00 39.0 6.00 41.3 6.00 70.3 DN200 219.1 152 17.7 152 18.8 152 1 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 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 7 203 + 203 + victaulic.com 4.11 DIMENSIONS (Continued) Flanged Adapter Nipple No. 41 ANSI Class 125 No. 45F ANSI Class 150 Flat Face No. 45R ANSI Class 150 Raised Face No. 46F ANSI Class 300 Flat Face No. 46R ANSI Class 300 Raised Face No. 45RE PN10/PN16 Raised Face •- E to E •( r- E to E-y I«- E to E r- E to E-� i- E to E (•- E to No.41 No.45F No.45R No.46F No 46R No.45RE No.41 No.45F and No.45R I 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 i Weight Weight Nominal Diameter E to E (Each) E to E (Each) E to E (Each) E to E (Each) inches inches inches lb inches lb inches lb inches lb DN 1 mm mm kg mm kg mm kg mm kq_ 202 20.000 8.00 _ 8.00 8.00 DN500 508.0 203 ( 203 1 + 203 + + _! 242 24.000 8.00 8.00 8.00 _ DN600 610.0 203 203 I + 203 + 14-60 For AGS fitting information See publication 20.05 DN350-DN15001 A V 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). r, d victaulic.com 4.12 DIMENSIONS Swaged Nipple No. 53 Grv. x Grv. No. 54 Grv. x Thd. No. 55 Thd. x Grv. EtoE y EtoE- y r- EtoE� EtoE-� �EtoE� r- EtoE� F> II"' L-;' E> F> L,;jfl 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) fApprox. Approx. Weight Weight Nominal E to E (Each) Nominal E to E (Each) inches inches lb inches inches lb DN mm kg DN mm kq 2 1 6.50 2.0 5 2 11.00 11.5 DN50 X DN25 165 0.9 X DN50 _ 279 5.2 ` 1'/4 6.50 2.0 3 - 11.00 11.3 DN32 _ 165 0.9 DN80 279 5.1 11/2 f 6.50 2.0 4 11.00 11.5 DN40 165 0.9 DN100 279 5.2 2'/2 1 7.00 3.0 6 1 12.00 17.0 X DN25 178 1.4 DN150 X DN25 305 7.7 1'/4 7.00 I 3.0 1'/4 12.00 17.0 DN32 178 1.4 DN32 305 7.7 1 Y2 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'/4 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 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 21/2 8.00 4.5 41/2 12.00 17.5 203 I 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'/4 9.00 7.5 DN32 229 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 9.00 7.5 NOTE DN50 229 3.4 All fittings are ductile iron unless otherwise noted with an(sw)or(s). J 21/2 9.00 7.5 229 3.4 3 9.00 7.5 DN80 229 3.4 T- 9.00 7.5 DN90-1- 229 3.4 victaulic.com 4.13 DIMENSIONS 4.14 DIMENSIONS Female Threaded Adapter Hose Nipple No. 80 No. 48 EtoE -EtoE� 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 inches inches lb DN nrn mm kg _ DN mm mm kg 3/4 1.050 3.12 0.3 3/4 1.050 2.00 1.0 DN20_ 26.9 79 0.1 _ DN20 26.9 51 0.5 I� 1 -1.315 3.38 0.4 1 1.315 2.06 1.0 DN25 33.7 86 0.2 DN25 33.7 52 0.5 11/4 1.660 3.88 0.6 11/4 1.660 2.31 (sw) 1.5 DN32 - 42.4 98 0.3 DN32 42.4 59 0.7 11/2 I 1.900 3.88 0.8 11/2 1.900 I 1.31 (sw) 1.5 DN4_0__ y 48.3 98 0.4 DN40 48.3 59 0.7 2 i 2.375 4.50 1.1 2 2.375 2.50 1.4 DN50 I 60.3 114 0.5 DN50 60.3 64 0.6 21/2 2,875 5.38 2.0 21/2 2.875 2.75 1.5 l 73.0 137 0.9 73.0 70 0.7 I 3 3.500 I 5.75 3.2 3 3.500 2.75 ` 2.9 I DN80 88.9 146 1.5__ DN80 88.9 70 1.3 4 4.500 7.00 4.9 4 4.500 3.25 4.5 DN100 114.3 178 2.2 DN100 114.3 83 2.0 5 5.563 8.75 8.0 222 (s)=Carbon Steel Direct Roll Groove(OGS) 141.3 - --- - 3.6- - 6 6.625 10.13 14.3 (sw)=Carbon Steel Segmentally Welded DN150 168.3 257 6.5 NOTES 8 8.625 11.88 24.7 • Available with British Standard Pipe Threads,specify"BSP"clearly on DN200 219.1 302 11.2 order. 10 10.750 12.50 40.1 • All fittings are ductile iron unless otherwise noted with an(sw)or(s). DN250 273.0 318 18.2 12 1 12.750 14.50 62.0 i DN300 ` 323.9 368 28.1 (s)=Carbon Steel Direct Roll Groove(OGS) (sw)=Carbon Steel Segmentally Welded NOTE • All fittings are ductile iron unless otherwise noted with an(sw)or(s). 1 victaulic.com 4.15 DIMENSIONS Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric `taE� �*-EtoE-� [4-EtoE EtoE-sl I 1< EtoE EtoE� EtoE 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 DN mm kg mm kg 1'A 3/a 1.9 _ 1 Ya 4.6 DN32 x DN20 + 0.9 DN32 + 2.1 1 1.9 1'/2 3.00(sw) 2.6 10.00(sw) 8.1 DN25 + 0.9 DN40 76 1.2 254 3.7 11/2 3/a 1.4 _ _ 2 3.00 2.4 4.00 3.3 DN40 x DN20 + 0.6 DN50 76 1.1 102 1.5 1 2.50 0.8 8.50(sw) 4.5 21/2 3.00 2.7 4.00 3.4 DN25 64 0.4 216 2.0_ 76 1.2 I 102 1.5 1'A 2.50 1.0 _ _ 3 3.00 3.2 j- 4.00 1 3.5 _ DN32 64 I 0.5 DN80 76 1.4 102 1.6 2 3/42.50 0.9 I 9.00(5w) 2.0 31/2 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 i 9.00(sw) 2.3 5 2 11.00(sw) 9.0 11.00(sw) 5.2 DN25 64 0.3 229 I 1.0 X DN50 279 4.1 279 2.4 11/a 2.50 1.2 9.00(sw) t 4.6 21/2 4.00 4.3 11.00(sw) 10.8 DN32 64 0.5 229 2.1 102 2.0 279 4.9 11/2 2.50 1.0 3.50 1.1 3 4.00 5.5 11.00(sw) 11.1 DN40 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 1 5.0 11.50(sw) 14.5 DN25 64 0.5 241 1.6 DN150 x DN25_ 102 ! 2.3 a 292 1 6.6 11/a 3.50 3.3 3.50 1.4 11/2 5.5 DN32 89 1.5 89 0.6 DN40 + 2.5 + + 11/2 2.50 3.6 9.50(sw) 3.7 2 4.00 6.6 i 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/a 1.5 4.5 3 4.00 6.4 5.50 15.0 DN80 x DN20 + 0.7 + 2.0 DN80 102 2.9 6.8 1 2.50 1.3 9.50(sw) 4.8 4 4.00 6.5F1.40 40 7,71 7DN25 64 0.6 241 2.2 DN100 102 2.9 - 10 11/a 2.50 1.4 4.8 5 4.00 6.4 5.50 17.0 DN32 64 0.6 + 2.2 102 2.9 140 7.7 _ 11/2 2.50 5.1 9.50(sw) 5.1 8 21/2 16.00 7.9 12.00(sw) 26.1 DN40 64 2.3 241 2.3 DN200 x 406 3.6 305 11.8 2 2.50 1.6 3.50 6.0 3 5.00 9.3 12.00(sw) 22.0 DN50 64 0.7 89 2.7 DN80 127 4.2 305 10.0 21/2 2.50 1.8 3.50 7.0 4 5.00 10.4 12.00(sw) 23.0 64 0.8 89 3.2 DN100 127 4.8 305 10.4 DN65 2.50 2.1 _ _ I 5 5.00 11.6 12.00(sw) 23.0 fd 1 n 177 GI Rnr Ina victaulic.com 4.15 DIMENSIONS (Continued) Concentric/Eccentric Reducer No. 50 Concentric No. 51 Eccentric E fin EtoE �-EtoE-�( �-EtoE �--EtoE -EtoE �-EtoE P� EJ � n 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 1 Size Reducer Eccentric Reducer Size l 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 DIN mm kg mm kg DN mm� i kg mm kg 10 4 6.00 19.7 13.00(sw) 32.0 20' 10 20.00 i 110.0 20.00 177.0 DN250 x DN100' 152 8.9 330 14.5 DN500 x DN250 508 49.9 508 80.3 5 33.0 j 34.6 12 20.00 120.0 20.00 j 120.0 + 15.0 15.7 DN300 508 54.4 _ 508 54.4_ 6 6.00 13.00(sw) 36.9 J 14 20.00 ) 149.0 I 20.00 149.0 DN 150 152 9.1 330 L 16.7 DN350 508 67.9 I 508 67.9 8 6.00 22.0 7.00 I 21.6 16 20.00 120.0 20.06 120.0 A DN200, 152 10.0 _ 178 9.8 DN400 508 54.4 I 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 20.00 150.0 DN200 178 23.6 356 24.3 DN300 508 68.0 508 68.0 10 1 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 6 13.00 65.0 13.00 60.0 1 16 20.00 162.0 20.00 162.0 DN350 x DN150 330 i 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 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 DN250 330 29.9_ 330 29.5 DN500 508 68.5 508 86.2 1 12 13.00 68.0 + 13.00 66.0 i 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 a V 57 N DN400 x DN200 356 33.1 355 33.1 r 10 14.00 73.0 14.00 73.0 2 For 147DN350 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 FN45DN350 356 33.1 355 33.1 +Contact Victaulic for details. 10 15.00 91.0 15.00 91.00 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 15.00 91.0 • Steel eccentric reducers available through 30"/DN750,contact Victaulic DN350 381 41.3 381 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 1 381 41.3 2 For 14"/DN350 and larger roll grooved systems,Victaulic offers the victaulic.com 4.16 DIMENSIONS Small Threaded Reducer No. 52 No. 52F E E E E r,to E+ to E+ r to E to E+� III No. 52 No 52F No. 52 No 52F No.52F Concentric No. 52F Concentric No.52 Reducer with BSPT No. 52 Reducer with BSPT Size Small Threader Reducer. Female Threaded End Size Small Threader Reducei Female Threaded End Approx. I I Approx. i 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 1 2.50 0.8 4 1 3.00 2.3 DN40 x DN25 64 0.4 DN100 x DN25 76 1.0 1'A 2.50 0.9 _ _ 11/2 3.00 2.7 _ 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 DN50 76 1.2 1 2.50 0.7 _ _ 21/2 3.00 2.6 _ DN25 64 0.3 _ 76 _ 1_2 _ 11/4 2.50 1.2 _ _ 3 r 3.00 2.5 - - DN32 64 0.5 DN80 76 1.1 1 1/2 2.50 1.0 - 108.Omm x 42.4mm 76 1.3 76 1.3 DN40 64 0.5 1 2h x DN25 264 0.5 - 48.3mm 76 1.3 76 1.4 11/4 2.50(sw) 1.2 - - 60mm - - 76 1.4 DN32 64 0.5 11/2 2.50(sw) 1.3 _ - 114.3mm x 42.4mm 76 1.3 76 1.3 DN40 64 0.61 j 2 2.50 1A - - 48.3mm 76 1.3 76 1.3 DN50 64- 0.6 - DN65 x 111 /2 64 0.8 64 0.8 60mm 76 1.3 , 76 1.4 DN4D2 - - 64 0.9 5 x DN100i + 2.0 4.5 - - D3 x D3N20 +(sw) 1 - - 133.Omm x 60mm - - 114 2.2 1 2.50 1.3 - - 139.0mm x 60mm - 114 2.3 DN25 64 0.6 11/4 2.50 1.5 _ 6 1 4.00 5.5 DN32 64 0.7 DN150 x DN25 102 2.5 1 1/2 2.50(sw) 1.5 _ _ 2 4.00 5.7 DN40 64 0.7 DNSO 102 2.6 2 2.50 1.5 _ _ 2'h 4.00 5.8 J DN50 64 0.7 102 2.6 - 21/2 2.50 2.4 - - 3 4.00 5.8 - - 64 1.1 DN80 102 2.6 88.9mm x 42Amm 64 0.9 64 0.8 D 4 +(sw) .5 - 2.9 48.3mm 64 0.9 64 0.9 5 +(sw) 2.0 - - 0.9 60mm - - 64 0.9 159.Omm x 42.4mm 114 1 2.2 1 144 2.5 victaulic.com 4.16 DIMENSIONS (Continued) Small Threaded Reducer No. 52 No. 52F E E r•toE toE9 1i 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 Ib DIN mm kg i mm kg 165.1 mm x 42.4mm 102mm 2.4 102 2') 48.3mm 102mm 2.6 102 3.0 60mm 1 - - 1 102 3.0 8 2 16.0 11 15 _ DN200 x _DN50 406 I 0.7 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 221/2"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 DIN mm I meters meters meters meters meters meters 1 1.315 1.7 1 _ 0.8 _ 4.2 1.7 DN25 33.7 0.5 0.2 1.3 0.5 2 2.375 3.5 I 2.5 1.8 1.1 8.5 3.5 DN50 60.3 1.1 0.8 OS 0.3 2.6 1.1 3.000 4.3 _ 2.1 _ 10.8 4.3 DN65 76.1 1.3 0.7 3.3 1.3 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 DN80 88.9 1.5 1.2 0.8 0.5 4.0 1.5 4.250 6.4 _ 3.2 _ 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 5.0 3.4 2.1 16.0 6.8 DN100 114.3 2.1 1.5 1.0 0.6 4.9 2.1 5.250 8.1 _ 4.1 _ 20.0 8.1 133.0 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 I 8.5 _ 4.2 _ 21.0 8.5 141.3 2.6 1.3 6.4 2.6 6.250 9.4 _ 4.9 _ 25.0 9.6 159.0 2.9 1.5 7.6 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 5.2 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 355.6 7.5 4.8 5.6 3.4 21.3 7.0 16 16.000 28.04 18.0 21.04 13.0 80.0 27.0 DN400 406.4 8.5 5.5 6.4 4.0 24A 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 34.04 22.5 25.54 16.0 100.0 1 33.0 J DN800 508.0 10.4 6.9 7.8 4.9 30.5 10.1 24 24.000 42.04 27.0 29.54 19.0 120.0 40.0 DN600 610.0 12.8 8.2 9.0 5.8 36.6 12.2 AGS fittings available up to 60'/DN1500.Contact Victaulic for details. AGS'" 4 Fitting flow data for 14-24"/DN350-DN600 size No. 10 and No. 11 Elbows is based on fittings for Style 07 and 77 couplings.For flow data on AGS fittings(No. W10 and No.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 150 9001 CERTIFIED COMPANY Style 744 FireLock° Flange Adapter with Vic-Plus" Gasket S stem V��+P/us y Gasket System f.V•�9 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 smallteeth inside the key shoulder l.D.to prevent rotation. Because ofthe outside flange dimension, FireLock Flange adapters should not he 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 1lonrestrainedjoints. Mating rubberfaced flanges, valves, etc., require the use of a FireLock Flange washer. 2-B"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- Pluslm System (patented) is dry, clean, and non-toxic, treduces 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. U� UDC fM See Victaulic (Exaggerated for clarity) publication 10,01 for details. 7 DIMENSIONS Style 744 Sealing Sizes 2 -8" (50- 200 m m) Surface Dimensions Pipe Size Incheslmm Inches/millimeters ANSI Class 125 and 150 Flange Max. Max. Aprx. Actual Work End Wgt. Nominal Outside Press.* Load* No. Bolt Each Z� Diameter Diameter PSI Lbs. Bolts t Size t "A' " "' Lbs. ^ In.lmm In.lmm kPa INReq'd. Inches Max. Min. W X Y Z kg Ov �0 2 2.375 175 775 2.38 3.41 6.75 6.00 4.75 0.75 2.7 /mil A 50 60,3 1200 3450 4 /e X 23/q 60 07 172 152 121 19 1,2 X_ Y W 2112 2,875 175 1135 s 2.88 3.91 7.88 7.00 5.50 0.88 4.2 B 65 73,0 1200 5050 4 /B X 3 73 99 200 178 140 22 1.9 Q O O I 3 3,500 175 1685 3.50 4.53 8.44 7.50 6.00 0.94 4.8 s 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 too 114,3 1200 11045 8 s/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 be free from gauges,undulations or deformities of any type for effective 125 1413 1200 18920 8 3/4 X 3'/Z 141 171 279 254 216 25 3,8 scaling, 6# 6.625 175 6030 6.63 7.78 12.00 11.00 9.50 1.00 9.3 150 168.3 1200 26840 8 3/4 X 3112 168 198 305 279 241 25 4,2 8# 8.625 175 10219 8.63 9.94 14.63 13.50 11.75 1.13 13.9 3 200 219,1 1200 45475 B /4 X 3/2 219 252 372 343 298 29 6,3 'Refer to 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. #Not available with Vic-Plus gasket system.Lubrication is required. NOTES Working Pressure and End Load are total,from all internal and external loads,based on standard weight steel pipe,standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe, WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2times 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 thejoint, WARNING: Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. ®REGISTERED TRADEMARK OF VICTAULIC-©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-maikpickvic@victaulic.com Victaulic Company of Canada• Phone:905-884-7444• Fax:905-884-9774 - e-mail:viccanada@victaulic.com Victaulic Europe • Phone:32-9-381-1500- Fax:32-9-380-4438•e-mail:viceuro@victaulic.be » Victaulic America Latina • Phone:610-559-3300 • Fax:610-559-3608•e-mail:vical@victaulic.com ,Cta�u''C Victaulic Asia Pacific• Phone:65-6235-3035 - Fax:65-6235-0535 •e-mail:vicap@victaulic.com 10.04 VIC-FLANGE ADAPTER NOTES 1 The Style 744 (2 - 8750 - 200 in fit) design incul porates small teeth inside the key shoulder I.D.to prevent rotation. 2 FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 FireLock Flange adapters should not be used as anchor points fortie-rods across nonrestrained joints, Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of anytype 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 he used are: A When mating to a serrated flange: a standard flatflange gasket should be used adjacenttothe serrated flange and then the Flange Washeris inserted between the FireLock Flange adapter and the flange gasket. B When inatingto a wafer valve: wh ere typical valve s are rubber lined and partiallyrubberfaced (smooth or not),the Flange Washer is placed between the valve and the FireLock Flange adapter. e When mating a rubberfaced flange:the Flange Washeris placed between the FireLock Flange adapters and the rubber faced flange. o When mating AWWA castflangesto IPS flanges:the Flange Washeris placed betweentwo 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 flatflange gasket must be placed adjacentto that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components (valves, strainers, etc.) where the component flange face has an insert: followthe 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 connection. When ordering Flange Washers,always specify product style(Style 744)and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Coating: Black enamel • Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: • Grade"E" EPDM-Type A Vic-Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade "E"Type A Vic-Plus G asket 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 systemsto be subjected to airtests priorto being filled with water.Supplemental lubrication may also be rquired on pipe with raised or undercutweld 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 reserves the rightto change product specifications,designs and standard equipment without notice and without incurring obligations. 2 Style 744 FireLock Flange Adapter G'IUV� STAINLESS STEEL METHOD GRUVLOK STAINLESS STEEL FITTINGS - TYPE 304 PRESSURE RATINGS FOR STAINLESS STEEL PIPE&FITTINGS Schedule 10S pipe are based upon the use of roll-groover roll _ sets that have been specifically designed for use on Schedule 10S stainless steel pipe.Using roll sets that were designed for roll grooving carbon steel pipe may significantly reduce the pressure ratings that can be obtained.Consult Gruvlok for applications Gruvlok 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 Sizes 11/4"1 11/2" 1 2" 21/2"1 3" M 6" 8" 10" 12" Stainless Steel 45'and 90°elbows and tees have compact center- Pressure(psi) 1500 1500 1500 1 500 500 1500 1 400 250 100 200 to-end dimensions which make installation quick and easy with the Gruvlok Figure 740OSS Coupling,or other Gruvlok products. ❑ FIG. A 7050-SSO4 ❑ FIG. A7051-SSO4 ❑ FIG. A 7060-SSO4 ❑ FIG. A 7074-SSO4 90' Stainless Steel Elbow 4S' Stainless Steel Elbow Stainless Steel Tees Stainless Steel Caps Type 304 Type 304 Type 304 Type 304 i CIOQ_ j� C to E FIGURE A705OSS FIGURE A7051SS11 1 •0'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.ft In./DN(mm) 10mm Lbs./Kg In./DN(mm) In./mm Lbs./Kg In-/DN(mm) In./mm Lbs./Kg 1114 29/16 0.8 VA 1'/4 0.4 11/4 2a/4 1.1 11/4 1/4 0.4 32 71.44 0.4 32 44.45 02 32 69.85 0.5 32 44.45 0.2 11/2 3 1.0 1/2 1/a 0.5 1/2 2 /16 1.3 11/2 1'14 0.4 40 76.20 0.5 40 47.63 0.2 40 74.61 0.6 40 1 44.45 02 2 31 1A6 1.3 2 21/8 0.7 2 3/16 3.2 2 2 0.4 50 93.66 0.6 50 53.98 0.3 50 80.96 1.5 50 50.80 a2 21/2 4'/16 1.8 21/2 2'/a 0.9 21/2 311A6 4.4 2'/2 2'/i6 0.9 65 109.54 0.8 65 60.33 04 65 93.66 20 65 55.56 0.4 3 51/is 2.9 3 21/16 1.5 3 4 5.8 3 21/16 1.1 so 128-59 13 80 71.44 0.7 Rn 101 60 26 Rn 65.09 05 4 65/16 4.6 4 31/16 2.4 4 41/1s 8.6 4 21 hs 1.5 100 160.34 2.1 1DD 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/is 3.1 150 228.60 5.1 150 1 114.30 2 7 15D 165.10 8.4 i50 I 90.49 1.4 8 12 22.7 8 5/e 11.7 8 81/16 33.4 8 4 6.6 200 .30430 10.3 200 149.2.3 5.3 200 204.79 151 200 101.60 3.0 10 15 35.3 10 71/s 17.6 10 91/2 35.3 10 5 9.9 250 38100 18.0 250 180.98 8.0 250 241.30 16.0 250 12100 4.5 12 18 56.9 12 85/e 27.6 12 11 52.7 12 6 15.2 300 457.20 25.8 300 219.08 12.5 1 300 279.40 23 9 300 15240 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. PROJECTr . t APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted "ontractor: ❑Not approved engineer: Remarks: Submittal Date: Notes 1: Notes 2: GL-6.11 Intentionally Blank ■ i / Fim PM&.M rlwwln OfAMA MfwnlOM1 Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded fittings are Ul&ULC listed& Factory Mutual Approved for 500 psi wvica. Ductile iron per ASTM A536 Class 65.45.12, Dimensions conform to ASME 8 16.1 A threads are NPT per ANSI ASME 81.20.1. MMKi I}.,calo ago frtrgs hr:o hayfxr fonvio erm,4errhan fh210 aa.l pp* lhoioloro,ova 6pMvrn3 om cause damago io ppu i4o-As which may caws lsatape Dijols iron in11n11 k.01d L-914 orw.d llvo lurrb b►�or+�fan!righ,bul m m«s1♦Ian f:A�lama 7m; APPROVED FOr UedinplApproval Walk AMhonl lLdvsnd ng afrosssbr>t e�pp os, a idUmhalbnavliholrWs65W0 a► Rsnbsr Mmfhu 1W.t�rM frasfcanrlhhNcf>hrorcartactnfaAmllolAlrrli tai-SalsaRrpnwftalivn. la Gurus► la{ffiffo k NW ik 1V I 04 i t1690033 9V 1.50 150 0.62 A - .� HA 84009 I? M90044 Sty 175 1.75 0.90 1% "W-M '1 MOM S00 194 1,94 17n �----- - 2 B4[z[>�130 [l^u900dG Sal 27S 173 1.95 � ; •Ulr L14: W rrowa Ralingi For iJJo anal hisoji and opprrFvait,t"the rschrncal dalo w-tion SPF Cast 6 Ductile Iron Fittinqu www.anvifctar.oain ��!llai7l.lr�! FA My M-, AM-WLS FV4 Pres,OY 0w&d n er Mvi Vnt Ductile MATERIAL SPECIFICATION Ductille Iron threaded fittings are UL & ULC Factory Mulual Approved for 500 psi set Ductille iron per ASTM A536 Class 65.A5.1 Dimensions conform to ASME B 16.14 Threads are NPT per ANSI/ASrME B1.20.1 NOTICE Cud hey.ll lm 14",l..a'n3d',tian p" Owokco,over nglvm,nq can cajsodomogo to pipe tin moy mute leaka-1e D;ode,ron frmr•gt sh:•uld ty Ix3frtnr1 rhr k>"rwi hynd rrgh,Harr M worn thon fo-ur lam t�'Ae APPROVED ELBOW For L1tlirglAppraval o AnIItom Udwarral Nax.WoAle Approx. and LhmllrlbmvioNatrI NerriaplS ► Mrvlrrltsr Nprdrpr Pns+rn' A g wi:14dr wu>ar•mrptttrrdcamorro AmWOMPObtar-chin lop !n.lnnr) QSJfklad h ffty) 9h bw tta fly 30002133 UEtM wo 1.12 112 D46 1�{ $lgUU2ldl IIPd�?t# Cglo 1 g 124 C�3 1'! $4oUU2136 UPd59t5 vil 1.43 143 047 t r Y 840002166 UPdSCLk• Soo 160 1 50 i i 'U,ULC&FtA Prarsuro rtaMgs For odd,Irorwl lmngsorrd approvals,teethe NA nieo"•d0a tecnon A�ifi�■ . : , AwAiStar- r-M."AM Fire Products Division of Anvil'International SPF/faNVIL Ductile Iron Submittal Sheet REDUCING - • ' ELBOW Nominal Anvil Item Universal Max. Dimensions Approx. Size Number Number Working Wl.Each Pressure A B In.(mm) PSI(kPa) In.(mm) In.(mm) Lbs.(k) 1 x 1/2 840001036 DB90031 500 1.26 1.36 0.44 25 x)5 3450 3200. 34.54 0.20 1 x 3/4 840001044 DB90032 500 1.37 1.45 0.52 �i 25 x 20 3450 34.70 36-83 0.14 I/4 02 840001051 DB90041 500 1.34 1.53 0.64 T �-f 32 x 15 34550 34.03 38-86 0.19 A 11/4 04 840001069 DB90042 500 1.45 1.62 0.72 32,v20 1 3450 36.83 41.14 0.33 1114 x 1 840001077 DB90043 500 1.58 1.67 0.75 32 x 25 3450 40 13 41.41 0.34 11/2 x 1 840001085 DB90053 500 1.65 1.80 0.92 40 x 15 3450 41.91 4512 0.42 11/2 x 11/4 840001093 OB90054 500 1.82 1.88 1.08 40 x 32 1 3450 46.22 4775 1 0 49 J 2 x 1/2 840001101 DB90061 500 1.49 1.88 1.08 50 x 15 3450 37.84 41.75 0.49 2 x'A 840001119 DB90062 500 1.60 1.97 1.24 50 x 10 3450 40.64 50.03 0.56 2 x 1 840001127 DB90063 500 1.73 2.02 1.40 50 x 25 3450 1 43 94 51.30 0 64 2 x 11/4 840001135 D890064 500 1.90 2.10 1.52 50 x 32 3450 48.16 53 34 0.70 2 x 11/2 840001143 DB90065 500 2.02 2.16 1.65 50 x 40 3450 5130 54.86 0.75 MATERIAL SPECIFICATIONS 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 B1.20.1 . O FM Ductile iron per ASTM A536 Class 65-45-12. Ating/Ao For Listing Approval NOTICE:Ductile iron fittings have higher tensile strength than that of steel pipe.Therefore,over tightening can cause damage to pipe threads which may cause leakage.Ductile details contact your g g g P 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. PROJECT 1 r APPROVAL STAMP: Project: Date: Phone: Architect/Engineer: Contractor: Address: totes 1: Notes 2: SPF Cast &Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule, z /�RIVtL REV 03 03 06-0012 go to www.anvilstar.com or contact your local AnvilStar representative ... ,.<, HA n,]f.tA.✓vA[YI IM I4'N t`,IrI1�CnAi Ductile Iror SPECIFICATIONSMATERIAL Ductile Iron threaded fittings are UL& ULC listed 4 Factory Mutual Approved for 500 psi service_ Ductile iron per ASTM A536 Class 65.45.12. Dimensions conform to ASME B16.14 Threads are NPT per ANSI/ASME B1,20,1. Nowg ry 4-In uon film.)~ ovo hgha rcnul+ar<nyh door.thr r,,l ow ppr Thrnlue•omt ogFtmrrq can cotro danoga kr ppe Ihroadi xlvrh roar opvre leakage P�4�le K+:�frbryt rh•,ul,M r�Iv4ned�hre4 t�Ynr bays.1 hand lu3M,bur ro mar*IMn fiur I.;rrn ©4 49 APPROVED STRAIGHT for llllwApproval%UIN Mr11HHn Udwr"I XON.WO&INS end LlrtlWlawvbha Wobbdb N0'ui1 She N"', Nember 1014114te, A U We.to& woor anvii-70m norconWt an i�� L' Uvi��llrt War"Sabo RopudellVr 1A(nnll NOW Ia�,4w h fmd I&,fw 1 80003164 01333 5011 150 1 �4bgg3172 111444 40 14� 8110030 U115S 94 194 i 44 I ii A gn3198 U166b 51iu 7 74 ?` 7 43 `s--A—,-"---A i •U,Lip= PM Prmu re Raongr Nx od&W"l 111R"9 and opprovelt,rearhe la+Wd dOrn tUnsn t3PF CxwA&Ductile Iron Fallings ww .anvlftw oom O—W AM M A"LBober- cwftv ar,,.q s+tamaranty Ductile Iron MATERIAL ■ 1 i Ductile iron threaded fittings are UL & ULC listed 8r C - Factory rVutual Approved for 500 psi service. ...... Ductile iron per ASTM A536 Class 65,45.12, Dimlensionsconform to ASME 816,14 Threads are NPT per ANSI/ASME 81,20.1. HOKS tvxib rrn fn n9t hT'e 1v4w rMide trangsh than tWoi mW UL,lit SK FM i'roawre Raiingr pipe Th■rafoto,wa tightwing cnn vavt4 d4mageso ppa Ihroads which Fca a 9dnlanol lid ngs and appravd s,sea the iecFnirril d41a se lien moy com,kolage Vvvilt,ron fa%mTv#*vld W hokerw.i 1h•�,ty" Mrlvn3 fans 111h,knit n:,m ro 41W rA.Writs REDUCING TEE For tktinglApproval00allo anti Llw"brw vklt our Nob Sib FM AthaL Olnx11111mv ewrkar+WRO'Comorconuckmin Nomin415k4 Alml loom Unirerssl Worksop fox' AnvlMlAmM,at"SallmAlpnorilkativr. APPROVED Nrtsier NrrAar 0 Pnssr A B f '�aa m tald F9{,3ga1 fir,{atrtl lok.( drtmt (1a 10REDUCING I s Ws' U4900M U 313 -0 77 U 0.64 Max. Dlmaaslars u,I• =4 jP ANA ksm llnittmool ptAli. Namlaal Sill W4lkiag .E1ek t%G)' 940CRA 11 h! Soo U AS 1.5U 0. m Nr6sr Nrw&r Irsston' A B B4U N212 U1331 0 26 :+6 1. 6 071 A%(mW pSi f ai Ih(ad!h(mr) 4w ik.w s ? iti 111 x 4 841 M 710 D1332 W 137 137 1.45 0.76 1>;s I Y x 2 UWFA 66 01546 500 7,8 210 7 02 190 U4oMi42 0133d l b1 0_ 15 t i'+(s'l um mil [t1351 5UU 41 1 it 1-16 1 t 5 I r I r 14 g4QUA146 D131i Soo I r5 1Kt I W I $A11451 MAW I.r, 1.52 115 1.14 1 ii x 1 x h B4C+)':1253 01431 In 53 N, I!.a I 840,101464 VT533 SO bS1 1.65 180 1.10 WIN' 846W,275 81437 9)0 1.41 Y. :S s l ly x I ii 810 401 111554 5130 1. ( 1,02 1-68 148 I%j l x l U4WA7 9 01433 wo 1. $ 1 v1 1.67 160 IW x 2 81M44u5 MW 5b 2 i 2.1 Mor l rid 17 % 840 C U 4.i4 A11 nd, 77 71117WORM 4+tr34 565 7.25 50 225 7 IV,1' 4-Mm-79 U 433 515 3.47 2 1 I N X 2 lsif►,>tii45U U1646 500 i". 2.10 'La5 Y?j 34 1 ltl $4mN}MS D1441 W, 134 U 31 1 53 0�66 2t11SxX 8400 519 DUST 500, 1.4( 1.41 100 1` I'Fx 1 Kr A 040m, $11 01442 %0 1A5 145 -37 2 IV,s t4 84t04527 D1652 Av !,60 1,.2 i,91 I•-- •1 1111 04WA3-'< 0 44 _40 i_. ,-A 137 CM ]1 11,k 817%5 5 La 73 10 1.67702 161 IAx > URW433 44 _8l3 4 Is }St�% BIW44143 U6 �_90 210 LF0 a l At 1!4 s 2 9404343 01446 500 210 2.10 1.Yu A s IA k116?rU455U Is1654 500 02 .94 216 2.G'j Ptr N'.s 1 v h 941,4�352 U1531 Sg0 4 1"4 1.66 t145 2 s 1 K a 2 84W1068 D1656 500 2.25 2, 6 2.3 bt J." 'I 'ei I';s 1 s S 04111�)4:#iau DIM 1-37 y3 7S 1-14 7>� 1}i a8457476 D1661 500 1.44 1 UU "h l x U44L013 E U .3 ..4 -k <I U .l '+'A U 4�J .U4 U 6dT 50U l.t1J 3.60 - 1 w Iha1,Iti d4rlcti u 34 0 1 ? 16 uu 11axt iwi(592 DIW Son 1 ID .0 I%t . h 04 4-394 01535 !00 1g4 YI.13'J 1.94� tat D1664 Sou 1,90 1,90 2r a 2N 1$xl'hr$ 94000407 01541 ?Av 141 1.31 ).66 10s ?,71s N I?,{LYM618 t;1W 500 2N 24 216 U4UDD14 a Sal wR suo 765 2.6u 2 3y A s I Yr I U4U?94478 U1543 504 'F n x t x A 0147 67 500 1�74 �1.6U l_33 .fd SPF Cost 6 Ductile Iron Fittingo www.envOwer.com O-WR'Rd] . &; AUQVLewmr RIM eltaOAnllon dMe 1rMl�lerso Ductile Ivor MATEPIAL SPECIFICATIONS Ductile non threaded fillings are Ul &ULC listed E Factory Mutual Approved for 500 psi service Duclile iron per ASTM A536 Class 65-A5-12 Dimensions ccciform to.ASNE 616,14 Threads are NPT per ANSI/ASME B1 .20 1vc N071C1 D &iron haings hm-a h.glw hmulo 9rongih than dal of slot ppo flwroluo,ovu tghronmg oan cwwcbmogo b pipo Ihroods wlrrh mPyccrrsaknkxp (hrn4 iron lihngishouldN.tghw.rdthreatirns 6v�vnd hand hgAt bvr no morn Can Lm turns F1V1 APPROVED fu UsInWAppnwM 2 dMit 1mylheo IWVKfll X.wo'li Dhx+lnlia+s Awex, 4 Haftlaudilarwrbslk 1Somd,olSin tlu+wber Naxeber Fro"We A 6 I 1.124 wWairAn oomeraabdon hail°JNadtlbll'"Sobs RepreNsbtlw it ow 001W k dlono} ih ow k'04 I x 1 x IYr NOW4238 Di33i So0 1.0 161 I.SD 0-99 LS Y,�X f1 i.i! 3!:a; 1�1,)IT r;.': �tS I K i K IIA 100004246 DU 500 1,00 1 A 1 16 4!7 ti.id ;4 Ji y I MCI 01MI95 DICE 0 1,80 102 1-4? r IKx114x K MOM DN45 11.88 109 182 1.4 C I%r lyox 2 imo004345 D446 SOU 2,10 2.10 190 1 is S4 t14x1f1�x? 940004 36 D15+Ib SOQ 2,1b ?10 2,04' 1 SO 1151IVIX2 840"15 DiSS6 900 2.16 116 2.02 1.99 r 4Co a'90 .& 0 q:I t)%J V!,VIC&FM Prassure Ro4irrgs For oi*ihoral Goings card oppr*id%so tha%ch nicd dole wiaa SPFCost&Dwlib Iran Fillings wWW.i11YiNC�9f 71 &_NVL93tqr- .NAWO)ANA W +� Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threoded Wings are UL& ULC listed& Factory Mutual Approved for SO4 psi service. Ductile iron per ASTM A536 Class 65.45.12. Dimensions conform to ASME B16.14 Threads are NPT per ANSI/ASME B1.20.1. NOTICE f. cr a lrcn frrnjt Ivw*h y w tenide Bran nth shah thslof r!ad ppo lhrrdwa,over ri9hlenn9 con caws darnageto ppe dreads which mny<ausebataPe Ovtekrron Ern ►iwuld bs IrgkMid Ih*!o roan bvrond hord ugH,bur no moro,l*n we w rni Qe P. COUPLING APPROVED For LiilinglApproval D&Ialb AM him WwaNit pinwiiiors ial. t and Linila mvk1tow Wsbbtta Nomlral liar Nrrl6ir ltirrr6er q t.Eit1! ww"rjfi jU mor aor ad all Axv110/Amr1fti bab*Rapwi@nm#va. kL(oral h(OW 1k,(W 1 R40M92 DUB 147 Q O 1>4 R4UtkrrllnP Crf1U44 1.93 p 5F "Y Y r.:'I� r-���� 1 18 64M218 Dam 2.15 r 15 V4 1 2 840OX176 WOO 2 53 115 'r ' For odd'nicnai lipmgi and approvais,so*the wFniaal dala whon AN-V LStar- Class 300 Union Fire Products Division of Anvil'International Ii��J�M/IL Malleable Iron Unions Submittal Sheet Copper or Copper Alloy to Iror �L �C FM APPROVED For Listing/Approval details contact your AnvilStaff Representative. 459 CLASS FIGURE 300 UNION 3001b. wsp, 60011b Weight Size End to End black galy. NPS/DN in./mm lbs./kg lbs./kg 4 47/a 18 18 124 7.9 M /a 15/16 0.14 0.14 6 '3 0.06 6.06 /4 1 T3/16 0.47 0.48 8 47 0-21 022 a/e 1 /16 0.43 0.44 0 47 _ 0.2 0.2 1/2 21/16 0.53 0.55 5 52 0.24 0.25 'A 21/4 0.8 0.82 20 57 036 0.37 1 2/16 1.3 1.3 25 65 0.58 0�9 11/4 23/4 1.6 1.7 ,,2 70 D.74 _ 018 11/2 3 2.1 2.2 2 31/4 T 3.5 3.5 G R6 ;6 21h 3/e 5 5 5 65 96 2.3 2 S 3 4/4 7.7 7.7 80 ]DS 3. 35 t UL Listed 'POA SPECIFICATIONSMATERIAL Anvil Class 300 XS/XH fittings conform to American National I 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 1/e"(10DIN) and LARGER ARE 100%GAS TESTED ATA Anvil extra heavy banded pattern fittings in this catalog, MINIMUM OF100 PSI.(6.9bar) NOTE:See the Technical Data section for pressure-temperature ratings. See AnvilStor Web site for the most current Listings and approvals. PROJECT INFORMATION: APPROVALSTAMP: 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, _ &NVIL: REV.03,03.06-0051 go to www.anvilstar.com or contact your local AnvilStar representative ksi . /i,t aw a6 wns,n.t7aucaa a,wsa wtr Ductile MATERIAL SPECIFICATION Ductile Iron threaded fittings are Ul& ULC Factory Mulual Approved for 500 psi sel Ductille iron per ASTM A536 Class 65•d5.1 Dimensions conform to ASME B16.1A Threads are NPT per ANSI/ASME B1.20.1 NOTICE Cud-Ie iron tnbnas havo hi.jhm t.ntdo strongth tgan ppo *wofcro,ovor h9Mmtn3 can ca•.,se damogo u pipe thr, may causo lookop Doddo iron Faungs%h)uld 1 j1oen6J thr tornd hand ugM,but n>moro titan four hrrn 04:0 s � APPROVED For Lfrlitt AFFroval Q An I hom Itralvaul ✓N &Workll Dimestiers �pprnIL ind Um}tatlom WWI otar' N"doll$hs ltstmka Nrmlrsr Pnsan' A 9760.lt rrwwwrVascomoroo Aarvle/AwUtar"Sato pop b.cnmr PSI ON k kw lk dd I 80005615 DM03 500 1.16 0,32 sr, U: 814 WOMB09004 500 1.20 0,43 1% 80005631 Does 500 133 0,60 l 2 80005649 0006 500 1.45 0.91 'U,UC&Fhf Rrosstom Ratings For adddio"l lisrin,gs and approvals,so-ethe fodvtical d wa oemon AjWLSter- Ductile Iran MATERIAL SPECIFICATIONS Ductile iron threaded fittings are UL&ULC Listed& Factory Mutual Approved for 500 psi service. Ductile iron per ASTIM A536 Class 65,45.12. Dimensions conform to ASME B 16.1 A threads are NPT per ANSI/ASME B1.20.1. NOWKI C�tn:e acn fnn3r Fria h:gMr orate irrr�th fF1n tMt,�stoat pp.* 1Mrd ro.over tightmng eon cause damage to F`P°tHoadt v 4acF may raursleokogeDupleiron Ill rFauldbettgYre*JAwe"turm bvrvn�Mrv!ug1Y,but m m:wed�on�roan PNI APPROVED For Usllmp%pproval Drtallo i6vikam Ihlrarsrl �Ynrsslars �PeY, andtltrttaliwta Ash owWabShe Nomissl5ise Nst�ar 11sm6a A $ [ 51ylt W1,14dt wwwonVINfli/.cwtror con txtan As F/Anditr bays kepi wttadva. A+ (a�w1 b.(xwd h.(wo h taw Lk fW 1a 84c,SGr�01 �8UW31 0,t5 A25 lA2 f�utdr a:22 �-o 1 s Y. 8M0bW19 Z U M32 06 025 1 a; Nrdt 0.17 C W.- B UA x 1 W"27 MSH43 080 0 28 176 Outdo 1!28 A A l x l 8dP4 J35 AiEU W 093 031 2,00 Ow,dt 645 � Inside Head I'dz % 840DYA3 WN154 0.83 031 :rn� Odr�ls 0..30 211 $dLMW Ub'09163 0.88 Oil 1 45 4,iit 0.61 2e1N 04NI 1.10 (09154 08$ 0.3E 2A8 Outer G.i3 t B 2=1� $wWf, RUSH85 U.$$ 0.34 2'4$ Ote:ids 0$1 ll Outside bead CsFP/FINV50 Cast iron - Class 125 F MATERIAL SPECIFICATO Cost iron threaded fillings ore UL& UL and FM Approved. Cast iron per ASTM A]2 6. Dimensions conform to ANSI B16,4 CI Threads ore NPT per ANSI/ASME B1. c(4@ ua LUM A Fow Ust giAppm"Wo NSA ar w4bska at nvn• txniw(in Aran':aks ■ Nominal Size Max.Working Dimensions Approx. PressureA A WI.Each 1r.NAV 1`9 allb) in,firm) a 00) _ 1A 300 0,10 300 1.07 0.11 A i) 1 300 1,25 0.28 1!ft 300 1.36 0.44 3;' 7i!as J J L4 1 1� 300 1.45 0.62 4i i!5 ; ,'i a '; 2 300 1.56 0.91 is 4 i ♦-Working Preswre Ratings art for re6en+co only and basod an Sch.40 pipe.For Ott law UllUIC,and FM pressure ratings versr»pipe schedule,pleou visit onvilind.cons or conkKt your local Anvil Reptesentotive. Intentionally Blank BRACKETS ,;z ! Fig. 206 Steel Side Beam Bracket Size Range:1/8"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. If T H • B O L Bi 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 FBolt to Steel % 0.44 7/is 650 1,150 2Y,s 5/a 1/41/20.43 9/is B/B 850 2,000 0.84 2'/2 3/a "/s 3/e PROJECTiTION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted 1•ontractor: ❑Not approved _ngineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 PIPE RINGS Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards Size Range:'/2'through 8" Material:Carbon steel Finish:❑ Galvanized Service:Recommended for suspension of non-insulated stationary pipe line, Maximum Temperature:650°F Approvals:Complies with Federal Specification A-A-1192A (Type 10) WW-H-171-E(Type 70),ANSI/MSS SP-69 and MSS SP-58(Type 10). UL Listed and FM Approved(Sizes 3/4"-811) Features: • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 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. Metric nut available upon request.Non-captured nut also available upon request. fa y fq OF C B P/4"through 8"pipe '/z"through 1"pipe FIG. 69: LOADS (LBS) • WEIGHT (LBS) • DIMENSIONS (IN) Pipe Size Max Load Weight Rod Size A B C F 1/2 0.10 21/8 2 19/6 1/4 0.10 21/4 1'/a 15/6 1 0.10 2B/16 1'Y,6 1 1'A 300 0.10 2% 1% 7/8 1 1/2 0.10 % 2% 1'/B 2 0.11 31/4 2% 11/B 2'/2 525 0.20 4 2% 16/e 3 0.20 313/16 215/s 13/16 4 650 0.30 4"/6 313/e 19/s 5 0.54 55/6 4% 6 1,000 0.65 Y2 6"/6 59/e 2'/4 8 1.00 8 7 1 211/6 Note:Reflects changes in rod diameter from previously published data per recent revisions in MSS-SP-58&69 PROJECTAPPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 BEAM CLAMPS (W)AWIL: ONtt NNAf INNAI.IN t. 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. _ F G Ordering: Specify rod size,figure number, name of clamp and finish. E —« AT LEAST ONE i~ FULLTHREAD OF ROD MUST 4 BE EXPOSED I 3/4' D L...: BODY I CASTING - JAM NUT -- wp k� SET SCREW 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 1 3/1 6 3/8 1/2 1/2 1/2 950 760 0.63 1 3/8 1 13/16 1/2 1 1/16 7/16 23/3 2 IN Maximum temperature of 4500 F Pipe Hanger Submittal Sheet Project: Architech/Engineer: IN Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: HANGER RODS i P4�1. Fig. 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. I. Length J'�'�1 la D11�1111u1`111�1"l�il��G1�' \C \\1t1� A Fig.146: Loads(Ibs)•Weights(Ibs) Dimensions(in) Rod - Max Load Weight Size A 650' F per Ft. 1/4 240 0.12 3/8 730 0.30 1/2 _ 1,350 0.53 5/8 2,160 0.84 "A 3,230 1.20 7/8 4,480 1.70 1 5,900 2.30 11/4 9,500^ 3.60 11/2 13,800 5.10 Note: Other rod sizes available upon request. Class 2 fit is available upon request. Pipe Hanger Submittal Sheet Project: Architech /Engineer: . Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: CLEVIS HANGERS (4)AW1.L 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 Approvals:Complies with Federal Specification A-A-1192A(Type 1), WW-H-171-E(Type 7), ANSI/MSS SP-69 and MSS SP-58(Type 1).UL,ULC Listed and FM Approved(Sizes 3/4'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 3/8"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) a 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 Out E F G hanger.These holes are solely for the 1/2 0.34 23/s 1'/2 purpose of manufacturing,and do not 3 610 2"/ 1ss /4 0.34 2 /s effect the structural integrity load 7* % g Y or oa 1 0.35 2s/,s 3 15/s carrying capacities of these hangers.For 1'/a 0.40 % 2% 3'/4 1"/s '14insulated line options without shields, 1'12 730 9* 0.45 213/6 313/8 2'/s 7/s • ! see Figures 260 ISS and Figure 300.For 2 10* 0.50 35/6 4/2 2% 1'/8 insulated line options with shields,see 2'/2 11* 0.65 41/,s 5'/2 33/16 15/s Figures 167 and 168.For ductile iron pipe 3 1,350 12* 0.85 1/2 43/4 6'/2 4Ys 1% % sizes,see Figure 590. 3'/2 13* 1.10 51/16 71/6 43/s 113/16 Caution:When an oversize clevis is used, 4 14* 1.51 s 59/16 713/,s 4'/2 111/16 3 a pipe spacer or multispacer should be 5 1,430 16* 1.70 /s 69/l6 81 A6 5'/2 115Y16 /s placed over clevis bolt to ensure that the 6 1,940 17* 3.10 3 6's/e 101/4 53/4 1"A6 lower U-strap will not move in on the bolt. 8 2.000 19* 4.75 /4 8% 1211/ls 73/6 2 /2 10 3.600 22* 8.60 9% 151/4 87/1s 2% -A 12 3.800 23* 11.20 7/811'/16 171 Y11 6 10% 213/6 % t 14 4.200 25* 12.50 12'/16 199/s 1011/s 2"/s % 16 4.600 27 19.85 1 14 22 12 23/4 1 18 4.800 28 22.25 15's/s 241/16 13's/s 313/s i c 20 4,800 30 40.33 179/,s 279/s 153/s 3'/s 24 4,800 32 49.83 11/a 1913/s 3113/s 17s/s 1'A +rt 30 6,000 33 70.18 2016 393/6 219/s 5'/e "Span"represents the maximum recommended distance between hangers on a continuous and straight run of Pipe Size'/2"to 3/4ii 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. PROJECTi Project: ❑Approved Address: ❑Approved as noted "ontractor: ❑Not approved engineer: Remarks: Submittal Date: Notes 1: Notes 2: Catalog PH-2008 Upper Attachments Fig. 58 -Threaded Side Beam Bracket ®TOLCO Size Range: 3/8"-16 rod, pipe sizes 1/2" (15mm)thru 4" (1oomm) ceUs Material: Pre-Galvanized Steel LISTED Function: Practical and economical bracket used Lo support piping from wood, concrete or steel beams. FM 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 g bolts. Per NFPA 13: 1/2" (15mm)thru 2" (50mm) pipe requires 3/8"fastener, 21/2" (65mm)thru 4" (1oomm) pipe requires 1/2"fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" (1oomm) pipe. ® A Finish: Pre-Galvanized 4L�� Order By: Figure number and finish " 1,4 . *Note: Additionally UL has listed the Fig. 58 with fasteners I�as shown in table below. 2-1/4"x 2"Lag Bolts (No Pre Drilling `C l Up to 4"(100mm)pipe Per NFPA 1-3/s"or 1/2"Lag Bolts Up to 4"(100mm)pipe a 2-#16x2" Drive Screws b 1/2"(15mm)-4"(100mm)pipe `may a� F d / a a l / 2-a14x1" Tek Type Screws Into Min.16 Gauge Steel Up to 4"(100mm)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 1- 21/2'-4" 1 1/2"Lag bolt Wood 31/1' 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. (man) Lbs. (kg) 58 1/2"-4" (15-100) 3/8%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 B-Line Fire Protection Solutions 85 by F:T•N Beam Clamps Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap ®TOLCO- Size Range: 3/8"-16& 1/2"-13 rod Component of State of C@Ifs 4" (101,6mm)thru 16" (406.4mm) lengths California OSHPD Approved Note: longer lengths are available consult factory Seismic Restraints System Lam 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/a-L 7/16" (30.1) Specify 69R-1/2-L 9/16" (30.1) Specify j r T7777=- 11 All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 17 by F.T•N Intentionally Blank Seismic System Attachments TOLCOT'" Fig. 4LA- "in-Line" Sway Brace Attachment Size Range: 1" (25mm)through 12"(300mm) IPS. C&us <*> OPM Material: Steel LISTED APPROVED Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering (FM), 1" (25mm) ► a' 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 andj�, Development(OSHPD). For additional load, spacing and placement o information relating to OSHPD projects, please refer to our Seismic t A Engineering Guidelines, OPM-0052-13. See loads in charts on page 37. ( 1 c Installation Instructions: Fig. 4LA can be used as the system attachment component of a longitudinal or lateral brace assembly. It is intended to be combined with the"bracing member"and our transitional attachment and t structural attachment to form a complete bracing assembly. NFPA 13, FM IDS 2-8, and/or OSHPD guidelines should be followed. 4LA-1 thru 4LA-4 To Install: Place the Fig. 4LA pipe clamp component over the pipe to be braced and tighten down the break-off nuts until the , hex head portion breaks off to verify correct installation torque. Next engage brace member(pipe or strut) with jaw component y� ' 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. r Order By: Figure number, pipe size and finish. c 4LA-6 thru 4LA-12 Pipe Approx. Part Size A C 0 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) 3/8"-16 173 (78.5) 4LA-3 3" (80) 61/2" (164.9) 25/8" (66.6) 25/8" (66.6) 3/8'-16 187 (84.8) 4LA-31/2 31/2" (90) 713/32" (188.1) 27/8" (73.1) 27/8" (73.1) 3/8"-16 198 (89.8) 4LA-4 4" (100) 717/32" (191.3) 31/8" (79.5) 31/a" (79.5) 3/8"-16 209 (94.8) 4LA-6 6" (150) 105/8" (269.9) 49/16" (115.9) 49/16" (115.9) 1/2"-13 521 (236.3) 4LA-8 8" (200) 1213/16" (325.5) 59/16" (143.7) 521/32" (143.7) 1/2"-13 629 (285.3) 4LA-10 10" (250) 161/2" (419.1) 71/4" (184.2) 71/4" (184.2) 1/2"-13 1320 (598.7) 4LA-12 12" (300) 181/2" (469.9) 81/4" (209.6) 81/4" (209.6) 1/2"-13 1496 (678.6) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 36 B-Line series Seismic Bracing Products Seismic System Attachments TOLCOT" Fig. 4LA - "in-Line" Sway Brace Attachment cont. Brace Brace Fig.9B0 ` Fig. Fig.4LA j Fig.4LA rP i 1rI ------ --- Longitudinal Brace Lateral Brace Longitudinal Loads Max.Horizontal Design Load(FM) Max.Horizontal Part Pipe Size 30°44° 45°-59° 60°-74° 75°-90° Design Load(UL) No. in. (mm► lbs. (M) Ibs. (M) lbs. (M) lbs. (M) Ibs. (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-1 1/2 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 (5.29) 1320 (5.87) 1000 (4.45) 4LA-4 4" (100) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-6 6" (150) 1620 (7.20) 2,260 (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°-900 Design Load(UL) No. in. (mm) lbs. (M) lbs. (M) lbs. (M) Ibs. (M) lbs. (M) 4LA-1 1" (25) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-11/4 11/4" (32) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-11/2 11/2" (40) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-2 2" (50) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-21/2 21/2" (65) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) NA (NA) 4LA-3 3" (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 (5.29) 1320 (5.87) 1000 (4.45) 4LA-4 4" (100) 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 1000 (4.45) 4LA-6 6" (150) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) 1600 (7.11) 4LA-8 8" (200) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) 2015 (8.96) 4LA-10 10" (250) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) NA (NA) 4LA-12 12" (300) 1620 (7.20) 2,300 (10.23) 2820 (12.54) 3140 (13.96) NA (NA) Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Seismic Bracing Products 37 Eaton Seismic Bracing Fig. 825 - Bar Joist Sway Brace Attachment To Steel 4DTOLCC- Size Range: One size accommodates all C&IIS Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 Ibs (8.96kN). LISTED Material: Steel M , Function: To attach sway bracing and hanger assemblies to steel members. t Features: This product's design incorporates a concentric 3/8 attachment point which is critical to the performance of (9. �J (9.5) structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and ; fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head r set bolt design assures verification of proper installation torque (min.31 ft.-Ibs.)• Approvals: Underwriters Laboratories Listed in the USA(UL) and Canada (WL). 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 Ibs.(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"(15omm)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 US Patent#6,098,942, Canada Patent#2,286,659 Fig. Fig. 1000 825 •-----•---•—•- — — May pivot in any direction 1 (25.4mm) _ "--1/2" Bolt&Nut Furnished Side View Top View Fig.825 Shown with O Fig.910 Fig.980 Max. �^ Bar joist shown attached 6"(152.4mm) A Fig.825 to various roof materials I-Beam Fig. 1000 ' Zh wn with Brace _ 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 B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line by i_'i•N 56 Fire Protection Solutions Seismic Bracing Fig. 980 - Universal Swivel Sway Brace Attachment - 3/8" to 3/4" ®TOLCO" Size Range: One size fits bracing pipe 1" (25mm)thru 2" (50mm), B-Line ce US 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm)thick, LISTED Material: Steel AFWA 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. `~w" 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 B of a longitudinal or lateral sway brace assembly. It is intended to be combined 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 Bolt Included assembly. NFPA 13 guidelines should be followed. Mounting Hardware To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until Is Not Included the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals:—Underwriters Laboratories Listed in the USA(UL) and Canada (cUL). - 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) I Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for alternative finishes. Order By: Figure number and finish. ,•-—• Pat.#6,273,372, Pat.#6,517,030, Pat.#6,953,174, Fig, 980� c Pat.#6,708,930, Pat.#7,191,987, Pat.#7,441,730, F Pat.#7,669,806 Fig.4L - Lateral Brace r Longitudinal Brace Part Mtg.Hdw. Mounting Hole Max.Design Approx. Number Size A B D Load(cULus) Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) 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) 17/81, (47.6) 17/32" (13.5) 2015 (8.96) 148 (67.1) 980-5/8 5/8" (15.9) 51/4" (133.3) 17/81, (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:I&N Seismic Bracing Fig. 1001 - Sway Brace Attachment ®TOLCO- ' Size Range: Pipe size to be braced: 1" (25mm)thru 8" (200mm) IPS. C �L us Pipe size used for bracing: 1" (25mm)and 11/4" (32mm) Schedule 40 IPS. Material: Steel LISTED Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced Set Bolts and tighten two hex head cone point set bolts until heads bottom Included out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA(UL) and Canada (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 L- 1 performance, the UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing products. Pipe Part Number&Approx.Wt./100 Design Load-Lbs. Size 1"(24mm)Brace Pipe 11/4"(32mm)Brace Pipe For Brace Pipe Size 1" 11/4" Sch.7 Sch.10 Sch.40 in. (mm) Lbs. (kg) Lbs. (kg) 1 /11/4" 1"/11/4" 1"/11/4" 1" (25) 1001-1 X 1 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) / 1000/1000 1000/1000 11/4" (32) 1001-11/4 X 1 100.0 (45.3) 1001-11/4 X 11/4 114.0 (51.7) 1000/1000 1000/1000 1000/1000 11/2" (40) 1001-11/2 X 1 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1000/1000 1500/1500 1500/1500 2" (50) 1001-2 X 1 1080 (49.0) 1001-2 X 11/4 121.0 (54.8) 1000/1000 2015/2015 2015/2015 21/2" (65) 1001-21/2 X 1 138.6 (62.8) 1001-21/2 X 11/4 160.4 (72.7) 1600/1600 2015/2765 2015/2765 3" (80) 1001-3 X 1 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600/1600 2015/2765 2015/2765 4" (100) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 1600/1600 2015/2765 2015/2765 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 1600/1600 2015/2765 2015/2765 8" (200) 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 1600/1600 2015/2765 2015/2765 �" LL U All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Revised5/9/2014 70 Fire Protection Solutions by E:T•N Seismic Bracing Fig. 2002 - Sway Brace Attachment ®TOLCO- Size Range: Pipe size to be braced: 21&' (65mm)thru 8" (200mm) all ceUS steel schedules. LISTED Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 11/2" (40mm) and 2" (50mm) steel schedule 10 through schedule 40. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 is used in conjunction with a TOLCO Fig. 980 sway brace attachment and joined together with bracing pipe. Install per NFPA 13. Features: Easy verification of proper installation by tightening bolts until ears touch. Installation: Place Fig. 2002 over pipe to be braced. Slide J0,1Hardware 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. 0 Order By: Figure number, pipe size to be braced, pipe size used for bracing (11/2" (40mm) or 2" (5omm)) and finish. Important Note: Fig. 2002 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing Shown with requires that the Fig. 2002 must be used only with other Fig.sso TOLCO bracing products. < 1"(25.4mm) -' Min. Pipe Part Number&Approx.Wt./100 Design t Size 11/2"(32mm)Brace Pipe 2"(5omm►Brace Pipe Load in. (]nm) Lbs. (kg) i Lbs. (kg) Lbs. (M) 21/2"(65) 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 om e _O .................... Q All dimensions in charts and on drawings are in inches.Dimensions shown In parentheses are in millimeters unless otherwise specified. B—Line 72 Fire Protection Solutions by F.,T-N NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY X APPROVED PERMIT#: a1 80 LOT#: DATE: b-,Vj JOB ADDRESS: Id C TYPE OF INSPECTION: s ',,,�t I1 ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION �c,n,lcic,/ �•Yd cts 3-ccsucr—DuSSul THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 1NI.Ltb, jr.--II-a()26 INSPECTOR DATE ♦ Y 0,. O BUILDING DEPT. o PLANNING DEPT. CITY OF ARLINGTON G ' 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 HYDRAL/C 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 20015 - 67th Ave NE 31051400200700 Project Address: Parcel ID#: Project Valuation 138,000.00 Number of Heads: 711 Building Area (Sq Ft): 66,625 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 I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. 9-9-2019 Applicants Signature Date Pietro Demonte Print Applicants Name Received FOR STAFF USE ONLY UP 0 9 2019 Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—131 Page 1 of 1 7/10CJY NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY a,APPROVED PERMIT#: al<do AM PM DATE: w ap JOB ADDRESS: �-1 r� Ave NF PROJECT:��a, ems, LOT#: I� �1� C TYPE OF INSPECTION: S a OTHER: Cl NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WOI;K ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3551 F �� S(J r 0 ❑ CALL FOR REINSPECTION . L r THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN — PENALTIES IMPOSED BY LAW MAYAPPLY. DAYS OR FOR INSPECTION CALL: 360-403-3417 �' •_�_' r rIL�KI �L INSPECTOR - - - A- DATE O PLANNING O CIVIL O BUILDING CITY OF ARLINGTON ��nr CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19927 67th Ave NE Permit#:2780 Parcel#:31051400200700 Valuation: 138000.00 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 RC W 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES 4 NO CE:Sales tax relating to co ction and construction materials in the City of Arlington must be reported on your sales tax return form and co cd it': f�ington#. Y Alill/ A Ltd— tMn,aNS 4 CI //"? Signature Print Name 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 $1,781.96 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: $1,909.96 Total Payment: $103.00 Balance Due: $1,806.96 CALL FOR INSPECTIONS BUILDING(360)403-3417 -When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon d NMOa _ 3ZIs MWN3d 331 - Q 1N30N3d O•I]�D�tl. 0 mf z o.QN Y Q CO _ w i O Z d - z `J_ dY 1Nmadn O@OI]V® O tie 3 mm >m w x xz%N. n J W - 'J a '" z w Li iI. -IQj' aO�K w N o _ gg w T �' aah Q'YCJI I`I t S'J Q Z G Z <U t9 S ~°- 3 J f3 z.L Q i ` rzi Z y Q d. 3 lx,�c,>wxz ~spa Q � a � w s € a_ Z JNJW w a` 4&d�o3� ^' a Mix ^Im c� § a (_j) Q w� OJU' 3d ¢ pp ^m CIF' nm _r J FF. 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Applicant, City, State, Zip: Tacoma Contact: Pietro Demonte Phone: 2539262290 Email: ap@patriotfire.com Scope of Work: Fire Sprinkler Valuation: 138000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 10/09/2019 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 19927 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 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. Fees Fee Description Notes Amount Fire Sprinkler System Commercial NFPA 13/13R $1,781.96 Fire System Plan Review Table 4-1 $100.00 Processing/Technology $25.00 Credit Card Service $3.00 Credit Card Service $54.21 Total $1,964.17 Attached Letters Date Letter Description 09/27/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount Patriot Fire Protection 09/12/2019 Patriot Fire Protection 77005687 $100.00 09/12/2019 Patriot Fire Protection Transaction CC Surcharge $3.00 #77005687 09/27/2019 Shama Morgan 77237997 $1,806.96 09/27/2019 77237997 CC Surcharge Raelynn Jones $54.21 Outstanding Balance $0.00 Notes Date Note Created By: 10/08/2019 Emailed-permit is now ready for issuance.1p Launa Black Uploaded Files Date File Name 10/11/2021 9865467-2780 IC 9.9.2020.pdf 10/29/2019 5820600-2780 Issued Permit.pdf 09/10/2019 5588551-2780 Application.pdf i i' M 1 V COO (71 ? 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