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19220 59TH DR SE UNIT 18_067073_2026
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T C P E R M I T F E 5 Equipment and Fixtures Number Fee Total Charge SPRINKLER I-!Y[jC1 FLUSH $-3 3 8, 01 0 S.PR I N K 1-E R IN'---,F /PLAN REVIEW 3 3 E.1 0 0 SPRINKLER HYDRO FLUSH 1 $338, 00 $338, 00 5 U B T 0 T A 01, 014. 00 `TOTALS Fee Consultant Fee $1, 014. 00 Plan Fee S307. 58 SIGNATURF TOTAL FEE. . . . . . . . . . . . . . . . . a1, 1118 1 HEREBY L THAT HAVE AND EXAMI.,yi-t., THIS APPL—GA- P-M AND PAYMENTS. . . . . . . . . . . . . . . . . . Ole KM13W THE SAME TO BE TRUE AND COR-- RECT ALL PROVISIONS OF LAW�,--.i AND TOTAP. DUE. . . . . . . . . . . . . . . . . $1, 321. 58 !,-IRL).LT NANCES GOV'LERMINLI THIS TYPE tj%- K WTLL BE COMPLI'E'D WITH WRETI-ER -7 VON-,— --��^ �'�=----star--�� T7�r•� t� `� �.....�y. 11,11114111fol"low �`�Y FIRE SPRINKLLR �,� o PERMIT APPLICATION ��Nc:� Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF COMPLETE AND SCALED PLANS, EIGHT (8) SETS OF HYDRALIC CALCULATIONS,EIGHT(8) SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: (✓) New Fire Sprinkler ( ) Fire Sprinkler Add/Alt ( ) Underground Fire Line Project Address: 19xxx 59TH DRIVE NE Parcel ID#: 31051500300103 Project Valuation: $26,710 Number of Heads: 98 Building Area(Sq Ft): 10680 Owner: MIKE KING Phone Number: 360-474-1333 Address: 19012 61st Ave. NE, Suite 5 City: ARLINGTON State: WA Zip Code: 98223 Contact Person: SAME Phone Number: SAME Cell Phone: 425-508-4993 Fax: 360-474-1919 E-mail: dks.incorp@verizon.net Address: 19012 61st Ave. NE, Suite 5 City: ARLINGTON State: WA Zip Code: 98223 Contractor: PATRIOT FIRE PROTECTION, INC Phone Number: 253-926-2290 Address: 2707 70TH AVE E City: TACOMA State: WA Zip Code: 98424 PATRIFP099CF Contractor's License Number: Expiration: OCT 06 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. 6/14/06 Applicants Signature Date CHRISTIAN WILSON Print Applicants Name Qr JUN 16 2006 Ile E, ry FOR STAFF USE ONLY Permit# Accepted Bye Amount Received Receipt# Date Received WEB Forms—24 Page 1 of 1 5/05 dwa � / I ��' 1� ATR 1 OT 2707 70TH Avenue East Fire Sprinklers Save Lives! Tacoma,WA 98424 FIRE PROTECTION, INC. TEL:(253)926.2290 FAX:(253)922.6150 LETTER OF TRANSMITTAL To: City of Arlington Date: June 14,2006 238 N Olympic Ave Arlington,WA 98223 Job No. 11-1514 Project: Johnson Hangar Phase 2 Attn: Department of Community Development Subject: Permit application. We are sending: _xx PRINTS _ORIGINALS xx SPECIFICATIONS DISKS xx CALCULATIONS Copies Date DESCRIPTION 3 6-14-06 Fire Sprinkler Plans. 3 6-14-06 Hydraulic Calculations. 3 6-14-06 Equipment submittals. Comments: Please call or e-mail(christianw&atriotfire.coln)with any questions. Sincerely, Chris Wilson Patriot Fire Protection,Inc. Dl�-7o�3 RUCEIV« COO PERMIT CENS ER. By: Chris Wilson Cc: -Job File 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(50.9)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF Page 1 of 1 Brenda Fecht From: Reta Shepard Sent: Wednesday, June 28, 2006 10:02 AM To: Brenda Fecht Subject: Johnson Hangars Hi Brenda, Earl, Terry and I just talked to Scott Black and discussed Earl's comments regarding the fire sprinkler system for Johnson Hangars BP#06-7073. Earl's comments will be addressed on the final as-built and therefore the sprinkler permit for the building portion of the drawing is okay as far as the Utilities issues are concerned. R.eta Shepard, UtiCities Specialist Public Works,Utilities Division 360-403-3524 rshepard@ci.arlington.wa.us 6/28/2006 :� I �I flE 0 E � ' City of Arlington Development Services Utilities D�Ve Permit Center REQUEST FOR REVIEW,, NAME: -)(D 4-i\3S3Y\ 4A noqrl BP #: 06- ?3 DATE: (0 Z 1 e(Lo _RETURN THIS FORM BY. 2 3 6� PROJECT SUMMARY: '-9- % ge RESPONDING DEPARTMENTS TGtA C., riRE DAVE A. EUILDiNG UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B , BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING , ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the ir.forn.ation and return this form and your comments in memo form. If you have no comments, please return the form A.th ").e "I.- Ccrnm;er's"�cx c`,ecked PLEASE MARK ONE BOX. SIGN, DATE, AND RETURN THIS FORM TO PC COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE Cot PERMIT CENTEP � M Y Of • • Cit of • • Public • Division NG�O Memo To: Permit Center From: Reta Shepard, Utilities Specialist CC: Augusto Tararan, Cross Connection Control Specialist 403-3523 Earl Anderson, Lead Distribution Specialist 403-3506 Date: June 23,2006 Re: Johnson Hangars, Sprinkler Permit#06-7073 The fire sprinkler documents submitted with building permit#06-7073 have been reviewed for compliance with Utilities Division regulations. Comments are as follows: 1. The fire lines for both buildings on this drawing need to be corrected. 2. The drawings show yard post indicators. There is no yard post indicator for either building and should therefore be removed from the drawings. 3. After the fire hydrant tee there was an 8x6 reducer installed to continue into the building, this needs to be shown on the drawings. 0 Page 1 i I City of Arlington Development Services Permit Center REQUEST FOR REVIEW NAME: ^ qj Sdq h(LZ BP #: 06- 70 DATE: Z/2 /C) K _RETURN THIS FORM BY: /,3166) PROJECT SUMMARY: r/(- i �-C 1- RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. EUILDiNG KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form A:th the ''4o ,('cmm;en's°tzx c`!e�ked PLEASE MARK ONE BOX, SIGN, DATE. AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT [� COMMENTSe/� REVIEWED BY �/`—� �I� , yrtD4TFF7/1/60 0'') 2006 COA PERw CEN R 00 C A, FIRE SPRINkr.LL" PERMIT APPLICATION Nc o Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF COMPLETE AND SCALED PLANS, EIGHT (8) SETS OF HYDRALIC CALCULATIONS, EIGHT(8)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: (.,) New Fire Sprinkler ( ) Fire Sprinkler Add/Alt ( ) Underground Fire Line Project Address: 19xxx 59TH DRIVE NE Parcel ID#: 31051500300103 Project Valuation: $26,710 Number of Heads: 98 Building Area(Sq Ft) 10680 Owner: MIKE KING c't 1S, IqAN-JP, Phone Number: 360-474-1333 Address: 19012 61st Ave. NE, Suite 5 City: ARLINGTON State: WA Zip Code: 98223 Contact Person: SAME Phone Number: SAME Cell Phone 425-508-4993 Fax: 360-474-1919 E-mail: dks.incorp@verizon.net Address 19012 61st Ave. NE, Suite 5 City: ARLINGTON State: WA Zip Code 98223 Contractor: PATRIOT FIRE PROTECTION, INC Phone Number: 253-926-2290 2707 70TH AVE E TACOMA WA 98424 Address: City: State: Zip Code: PATRIFP099CF Expiration OCT 06 Contractor's License Number: P 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 will be in accordance with the laws, rules and regulation of the State of Washington 1 6/14/06 Applicants Signature Date CHRISTIAN WILSON Print Applicants Name FOR STAFF USE ONLY n _ Permit# Accepted By , 1 Amount Received Receipt# Date Received WEB Forms—24 Page 1 of 1 5/05 dwa City of Arlington • Development Services Permit Center REQUEST FOR REVIEW NAME: -TGttNsm � Ye- BP #: 06- I 3 DATE: L� '[l �LJcO RETURN THIS FORM BY: 6 - J (I o PROJECT SUMMARY: RESPONDING DEPARTMENTS T OIA C., FOME DAVE A. BUILDiNG KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B , BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING , ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please .return the form nah Comments"�--x c`�ecked PLEASE MARK ONE BOX. SIGN, DATE. AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 6 - 2.6- 0(- RFrGIVED JUN 26 20C COP, PERMIT CE 'l 0 % Page I of 1 Scott Black From: Jim Tracy[tracyiii@verizon.net] Sent: Monday, June 26, 2006 7:33 AM To: David Anderson Cc: Scott Black; Tom Cooper Johnson Hanger Phase II June 26, 2006 TO: Dave Anderson Building Official City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Johnson Hanger Phase II 190XX 59th Drive NE Arlington, WA City Job No 06-7073 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans and calculations submitted by Patriot Fire Protection, Inc. of Tacoma, WA. The plan is approved subject to field inspection, hydrostatic test and the following: 1. In addition to the exterior bell, provide an external strobe. 2. The automatic sprinkler system shall be monitored by a central station that has a UUFX listing. A local on call agency shall be available to respond within one hour of travel. Note: Monitoring is required for Phase I also. For all inspections and tests, contact Jim Tracy at 206-940-9622. 6/26/2006 W � v - 31V '�f a m Ci Z131�✓��d 4 Lk z N � LL- 3 Aio ` z -S► 0 r� - N C't --- q u 3 �, �hi v ' q U or M r4 �m Tm=m LZ a �m� _ Irk � r OL m o r ~ ~ ^ ~ ^ ° m ~ — — . . � — ^ / — ~— -- — -- — — n ' / . . | ' | � / �� � | / TRIM 2707 70TH Avenue East Fire$pflAklelS Sava Lives! Tacoma WA 98424 PROTECTION,INC. TEL:(263)926.2290 FAX:(253)922.8150 Fire Protection Equipment Submittal for Johnson Hangar Phase II for City of Arlington Plan Review Job # 11 - 1514 oC� 70 7 JUN .16 2006 Cj)tj PERMIT C&i Ljv p VANCOUVER,WA OFFICE HANFORD,WA OFFICE TEL(360)699.4403 SPOKANE,WA OFFICE TEL(509)373.8895 PORTLAND(503)222.6001 TEL(609)926.3428 FAX(609)373.8919 FAX(360)699.4485 FAX(509)926.3708 PATRIFP099CF 'I , I �. ti 1 Equipment Index l. Reliable Model G Standard Response Sprinkler 2. Wilkins Model 450 DABGVIC Double Check Detector Assembly 3. Reliable Model G Swing Check Valve 4. Global BV-G Butterfly Valve with Tamper 5. Potter VSR-F Water Flow Indicator 6. Potter Electric Bell 7. AGI' Model 1011 TestanDrain 8. AnvilStar Fig. 7000 Lightweight Flexible Coupling 9. AnvilStar Fig. 7400 Rigidlite Coupling 10. AnvilStar Fig. 7010 Reducing Coupling 11. AnvilStar Fig. 7012 Gruvlok Flange 12. AnvilStar Fig. 7050S Standard 90 Elbow 13. AnvilStar Fig. 7051 Standard 45 Elbow 14. AnvilStar Fig. 7074 Cap 15. Paddico Ductile Iron Threaded Fittings 16. SP Fittings Welded Outlets 17. Allied Steel Pipe 18. HangerMate EZH476 Threaded Rod Anchor 19. Tolco Fig. 78 Ceiling Plate 20. Tolco Fig. 70 Rod Coupling 21. Tolco Fig. 69 Beam Clamp Retaining Strap 22. Anvil Fig. 92 Universal C-type Clamp 23. Anvil Fig. 69 Adjustable Swivel Ring 24. Anvil Fig. 146 Continuous Threaded Rod 25. Anvil Fig. 261 Riser Clamp 26. Tolco Fig. 4L Pipe Clamp for Sway Bracing 27. Tolco Fig. 1000 Sway Brace Attachment 28. Tolco Fig. 909 Sway Brace Attachment 29. Tolco Fig. 980 Sway Brace Attachment 30. Tolco Fig. 800 Sway Brace Attachment I ►� I I I I Bulletin 110 Rev.S imilabld Model G Automatic Sprinklers CD Spray Upright, Spray Pendent o And Conventional CD Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of construction. The fusible alloy is captured in the cylinder of the solder capsule by a stainless steel ball. When the fusible alloy melts, the ball moves into the cylinder allowing the cylinder to fall away from the sprinkler. When this happens, the lever is released to spring free from the sprinkler so that all of the operating WSW parts clear from the waterway allowing the deflector to / distribute the discharging water. Except for the parts in the cylinder as mentioned above, the sprinkler components are made from Upright Pendent copper based alloys for maximum corrosion protection. Lead plated, wax coated or wax over lead plated sprinklers are available for specially severe environments. Chrome plated sprinklers are available { for decorative purposes. All sprinklers are individually hydrostatically tested. All sprinklers are identified as to their fusing point by markings that appear on several of the operating parts and by an identifying color that appears on the frame. Sprinkler Types Standard Upright - This deflector configuration is Small Orifice Upright Conventional normally used with exposed piping installations.Water is distributed laterally and downward in a wide pattern approximating a hemisphere which is completely and uniformly filled with water in the form of small drops or spray. Standard Pendent -This deflector configuration is Application and Installation normally used where the space above the piping is Standard sprinklers are used in fixed fire protection limited or where a concealed piping installation is systems:Wet, Dry, Deluge or Preaction. Care must be employed. The discharge characteristics of the exercised that the orifice sizes, temperature ratings, standard pendent are virtually identical to the deflector styles and sprinkler spacings are in standard upright as described above. accordance with the latest published standards of the National Fire Protection Association or the approving Large and Small Orifice—By varying the orifice size, authority having jurisdiction. a large or small orifice sprinkler is created that will The sprinklers must be installed with the Reliable distribute as much as 40% more water or 65% less Model D Sprinkler Wrench. Any other type of wrench water than the normal '/z" (15mm) orifice sprinkler. may damage the sprinkler. The approvals or listings of Reliable Automatic Conventional—This deflector configuration is used Sprinklers by major approving organizations are primarily in those countries where the LPC installation shown in the tabulated list provided on the back of this rules have precedence. The sprinkler is designed to bulletin. distribute a portion of its water discharge upward against the ceiling with the balance downward. It may be installed in either the upright or the pendent position. Sprinklers with conventional deflectors are l available with orifice sizes corresponding to light, •Patent No.4,440,234 ordinary and extra-high hazard installations. The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway,Mount Vernon,New York 10552 Technical Data "K"Factor Sprinkler Identification Sprinkler Number(SIN) Sprinkler Type US Metric Height Approvals SSU SSP Standard-Upright(SSU)and Pendent(SSP) Deflectors Marked to Indicate Position 12'(15 mm)Standard Orifice with 12"NPT(R12)Thread 5.62 81.0 2'3" (73 mm) 1,2,3,4,5,6,7 R1025 R1015 116"(11 mm)Small Orifice with 12'NPT(R12)Thread 4.24 61.0 2'a' (73 mm) 1,3,7 R1023 R1013 38"(10 mm)Small Orifice with 12"NPT(R12)Thread 2.82 40.6 2'B' (73 mm) 1,2,3,7 R1021 R1011 116"(8 mm)Small Orifice with 12"NPT(R 12)Thread 1.98 28.5 2'a' (73 mm) 1,3,7 R1022 R1012 1732'(20 mm)Large Orifice with 12'NPT(R12)Thread 7.96 114.7 2'3" (73 mm) 1,2,3,7 R1026 R1016 1732"(20 mm)Large Orifice with 34'NPT(R34)Thread 8.20 118.2 21 w" (75 mm) 1,2,3,7 R1027 R1017 20 mm XHH with 20 mm Thread 8.20 118.2 75.4 mm 4,5,6 R1027 R1017 10 mm XLH with 10 mm Thread 4.10 1 59.1 73 mm 4.5.6 R1024 R1014 Conventional—Installed in Upright or Pendent Position 10mm XLH with 10mm Thread 4.10 59.1 73 mm 5 R1074 15mm Standard Orifice with(R 12) Thread 5.62 81.0 73 mm 4,5,6 R1075 20mm XHH with(R34)Thread 8.20 118.2 75 4 mm 4,5 R1077 Tem erature atin s Maintenance Maximum Model G Sprinklers should be inspected quarterly and the Sprinkler Ambient sprinkler system maintained in accordance with NFPA 25. Do Rating Temperature Frame(1) not clean sprinklers with soap and water,ammonia or any other Classification °F I °C °F °C Color cleaning fluids. Remove any sprinkler that has been painted Ordinary 135 57 100 38 Black (other than factory applied)or damaged in any way.A stock of Ordinary 165 74 100 38 Uncolored spare sprinklers should be maintained to allow quick replace- Intermediate 212 100 150 66 White ment of damaged or operated sprinklers. Prior to installation, High 286 141 225 107 Blue sprinklers should be maintained In the original cartons and packaging until used to minimize the potential for damage to (1)Frame color does not apply to painted or plated sprinklers sprinklers that would cause improper operation or -Use sprinkler rating as identified on operating parts. non-operation. Use only the Model D Sprinkler Wrench for sprinkler removal and installation.Any other type of wrench may damage the sprinkler. Finishes(') Standard Finishes Approval Organizations Bronze —All Temperature Ratings 1. Underwriters Laboratories, Inc. Chrome —All Temperature Ratings 2. Factory Mutual Research Corporation White(2) —All Temperature Ratings 3. Underwriters' Laboratories of Canada Oniv Frame and Deflector are Painted 4. Loss Prevention Council Special Application Finishes 5. Pleniere Assemblee ung Bright Brass Plated --Only frame,deflector and cap are plated. 1350F(57°C), 1650F 6. VdS S. BS&A No. 5 7-7 g 7, N,Y.C. BS&A No. 587-75-SA or (74°C),212°F(100°C)Iemp.Rating. N.Y.C. MEA 258-93-E Black Plated manly frame,deflector and cap are plated.All Temp.Ratings. Polyester Coated(2) manly frame and deflector are coated. Lead Plated —165°F(74°C),212OF(100'C)and 2860F(141°C)Temp.Ratings. Ordering Information Wax-Coated(3) —165'F(74'C)Clear Wax,212'F(100°C) Brown Wax. Specify Wax-Coated Over 1. Model G Lead Plated(3) —1650F(74'C)Clear Wax,212'F 100°C) Brown Wax. 2. Deflector •Upright (1) Other colors and finishes are available.Consult factory for details. •Pendent (2) UL listed and NYC MEA Approved only. •Conventional (0) 212'F(100"C)biumi wax may be used on 2GGnF(141°C) 3. Nominal Orifice sprinklers when maximum ambient temperatures do not exceed 150OF 4. Inlet Thread (66'C).UL Listed,FM Approved,NYC MEA 258-93-E. 5. Temperature Rating 6. Finish The equipment presented in this bulletin is to be installed in accordance with the latest pertinent 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 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. Rellablid (800)431- Sales Offices ® Reryder (800)848-6051 6051 Sales Fax Paper (914)668-3470 Corporate Offices Revision lines indicate updated or new data www.reliablesprinkler.com Internet Address EG Printed in USA 11/04 P/N9999970005 WILKINS.. Model 450DABGVIC a AfflN.. company Double Check Detector Assembly SPECIFICA VION %'E:)JBM TTAL oHEE-7 APPLICATION Designed for installation on potable water lines in fire sprin- kler systems to protect against both backsiphonage and backpressure of polluted water into the potable water sup- ply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE (unless otherwise noted,applies to sizes 4"thru 8") ASSEO Listed 1048 FEATURES CSA@)Certified (4" & 6") Sizes: ❑ 4" ❑ 6" ❑ 8" ° AWWA Compliant C 510 Maximum working water pressure 175 PSI UL®Classified Maximum working water temperature 140°F C-UL®Classified Hydrostatic test pressure 350 PSI ° FM®Approved End connections(Grooved for steel) AWWA C606 Approved by the Foundation for Cross Connection Victaulic grooved end butterfly valves(standard) Control and Hydraulic Research at the University of ACCESSORIES Southern California ❑ Repair kit(rubber only) MATERIALS ❑ Thermal expansion tank(Model WXTP) Main valve body Ductile Iron ASTM A 536 Grade 4 ❑ Valve setter(Model FLS or MJS or MJFS) Access covers Ductile Iron ASTM A 536 Grade 4 ❑ QT-SET Quick Test Fitting Set Coatings FDA Approved fusion epoxy finish ❑ Test Cock Lock(Model TCL24) Fasteners Stainless Steel, 300 Series _ - Elastomers EPDM(FDAapproved) Buna Nitrile(FDA approved) Polymers NORYLTM,NSF Listed so Springs Stainless steel, 300 series .. o� B C D A DIMENSIONS&WEIGHTS(do not include pkg.) DIMENSIONS (approximate) WEIGHT MODEL B B LESS WITH 450DABGVIC A WITH GATE LESS GATE C D BFLY BFLY SIZE VALVES VALVES VALVES VALVES in. mm in. mm in. mm in. I mm in. I mm in. mm lbs. kg lbs. I kg 4 100 18 5/16 465 27 3/4 705 21 533 9 1/2 241 8 203 105 47.7 143 65 6 150 18 11/16 475 32 1/8 816 25 635 10 1/2 267 10 254 174 79 230 104 8 200 29 737 42 9/16 1081 34 7/16 845 13 3301 13 330 402 182.5 524 1238 DOCUMENT* (Patent No. 51913,331) BF-450DABGVIC 2106 Page 1 of 2 FLOW CHARACTERISTICS MODEL 450DABGVIC 4" &6" (STANDARD) FLOW RATES(1/s) 25.2 50.5 75.7 101 a 15 _� � 104 a 6 4"(100mm) - 6"(150mm) cn 10 _ 69 0 (n _ J 0 5 -- --- 35 w of - - w U) W 0 W 00 400 800 1200 1600 ° It a FLOW RATES(GPM) MODEL 450DABGVIC 8" (STANDARD & METRIC) FLOW RATES(1/s) 63.1 126.2 189.3 252.4 y 15 104 a N 10 — 8"(200mm) 69 W o LU cc 5 - - - 35 M - _ - D � T_ U)) W -.- W a 0 0 1000 2000 3000 4000 a FLOW RATES(GPM) ORated Flow(Established by approval agencies) F- — — — — — — — — — — —I TYPICAL INSTALLATION i ENCLOSURE Local codes shall govern installation requirements. To be installed in accordancewith the manufacturer's instructions � I and the latest edition of the Uniform Plumbing Code.Unless otherwise specified, the assembly shall be mounted at d I r minimum of 12"(305mm)and a maximum of 30"(762mm) above adequate drains with sufficient side clearance for testing and maintenance.The installation shall be made so "' that no part of the unit can be submerged. "q"'E" SETTER Capacity thru Schedule 40 Pipe (GPM) DIRECTION OF FLOW Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec Al -- 2 1/2" 75 112 149 224 3" 115 173 230 346 OUTDOOR INSTALLATION 4" 198 298 397 595 DIMENSIONS(approx) 6" 450 675 900 1351 MODEL SIZE Al SETTER Al SETTER END TO END TO END 8" 780 1169 1559 2339 END FLS Mis 10" 1229 1843 2458 3087 in. nun *315/16 m in. mm 4 10095 29.313W744,56 15084 32.75 8 20094 44.625 SPECIFICATIONS The Double Check Detector Backflow Preventer shall be ASSEO Listed 1048 and supplied with butterfly valves.The main body and access cover shall be epoxy coated ductile iron(ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLTIM,the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDM.The checks shall be accessible for maintenance without removing the device from the line.The Double Check Detector Backflow Preventer shall be a WILKINS Model 450DABGVIC. Page 2 of 2 _ WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: hftp://www.zurn.com Bulletin 807 Rev.E W R Model G 2 12► 3► 411 & 6►►R le �. (65mm, 80mm, 0 100mm, 150mm) CD 5 Swing Check Valves m TM The Right—Check Features r 1. Grooved end connections. 2. Compact, lightweight design. (R, usTEV Ii3 V 3. Non—slamming, spring loaded clap- • FM . per to minimize water hammer. 0 psi 4. Approved for horizontal and vertical installation. 5. Streamlined body design provides very low friction loss. Figure 1 6. Elastomer faced clapper provides 3. Friction loss, expressed in equivalent length of leak—free, non—sticking sealing. Sch. 40 pipe with C = 120 (based on Hazen and Williams formula): General 21/2"—7 ft. (65mm-231 cm) Reliable Model G Swing Check Valves are multiple 3"— 7 ft. (80mm - 213cm) purpose valves performing regular check valve 4"— 10 ft. (100mm-305cm) duties with very low friction loss. All four sizes are 6"— 16 ft. (150mm -488cm) approved for use in fire protection systems. Typical 4. Standard grooved end dimensions per ANSI/AWWA applications include connections between public C606. water supplies and private fire systems, at the Nressure -)rep is, -low foie discharge from fire pumps, at gravity tank '... a connections and at fire department pumper —Z. connections. The 4" (80mm) Model G Check Valve is provided with a'/2" NPT(R'/2) supply side connection (Item 12, FF G� of Fig.2). This supply side connection is optional for all other valve sizes and must be specified. p Grooved end connections provide fast and easy installation using listed or approved mechanical grooved couplings. Rigid style grooved couplings -.x can be used for positive clamping to resist flexural ' and torsional loads. Flcw .tote. gprr, (L/rnin) Right—CheckTM valves and associated equipment T hnical D should periodically be given a thorough inspection Face—to—Face and test. NFPA 25 provides minimum maintenance Valve Size Dimensions Shipping weight requirements.Check valves should be inspected and 21/2"(65mm) 7.03"(178mm) 9 lbs.(4kg) operated at least annually. Parts should be replaced 3"(80mm) 7.62"(193mm) 11 lbs.(5kg) as required. When Model G Swing Check Valves are installed 4"(100mm) 8.44(214mm) 17 lbs.(7.7kg) vertically, the direction of the flow arrow must point 6" (150mm) 10.25(260mm) 38 lbs.(17.25kg) upward. For horizontal installations, the hinge pin Approvals must be located at the top. 1. Listed by Underwriters Laboratories, Inc. Valve Description 2. Underwriters Laboratories certified for Canada. 1. Rated working pressure 250 psi (17,25 bar). 3. Approved by Factory Mutual Research Corp.* 2. Factory hydrostatic test pressure 500 psi (34,5 bar). 4. NYC MEA 258-93-E. Note: 1 bar--100 kPa *FM Approved both a"Single"check valve and "Anti-Water Hammer"check valve. The Reliable Automatic Sprinkler Co.,Inc.,525 North MacQuesten Parkway,Mount Vernon, New York10552 Parts List- Refer to Figure 2 r Item Part Number Part Name Material Quantity 2�„ z (65mm) 3"(BOmm) 4' (100mm) 6"(150mm) 1' VaJve Body Gray Iron ASTM-A48 Class 30A 1 91005022 91005023 91005024 91005026 2* Seat Bronze C83600 orC93200 ASTM-8505 1 96020200 96020300 96020400 96020600 3 Clapper Stainless Steel 304.ASTM-A240 1 91816112 91816113 91816114 91816116 4 Facino Seal** EPDM Rubber 1 95520200 1 95520300 95520400 95520600 5 Cla=jnq RJn-Q Stainless Steel 304 ASTM-A240 1 95290300 95290300 95290400 95290600 6 Gasket** EPDM Rubber 1 93720302 93720302 93720604 93720604 7 Si)rinQ Stainless Steel 302 ASTM-A313 1 96400300 96400300 96400400 96400600 8 Hin a Pin Stainless Steel 303 ASTM-A582 1 95000280 95000300 95006824 95000600 9 Bolt Stainless Steel 304 ASTM-F593 1 91090300 91090300 91090400 91090600 10 Locknut** Stainless Steel 303 ASTM-F594 1 94911420 94911420 94913816 94913816 11 Plug, 'e'NPT Steel 1 95201800 95201800 95201800 1 95201800 12 Plug, Z'NPT Steel 1 Optional Optional 98604402 Optional **Replacement Seal Kit 1 6888040025 6888040030 6888040040 6888040060 *Not field replaceable. Valve Disassembly 1. Close the main water supply valve and drain the system. 2. Remove the check valve from the piping system. P ? 2 3. Inspect the Seat (2) for any cuts, scrapes and dents. Replace the valve if any damage is found. 4. To replace the Facing Seal(4), remove the Clapper (3), unscrew the Locknut (10) and remove the I ! Rotention Bolt(9). Valve Reassembly 1. Thoroughly clean the Clapper (3). Insert the Retention Bolt(9)with a new Gasket(6). - 2. Place the new Facing Seal (4) and the Clamping _ Ring (5) against the Clapper (3). Tighten the new I `` Locknut (10) to 21 in.-Ibs. (2.37N•m) torque in 21/2" (63mm) and 3" (76mm) sizes and to 52 in.-Ibs. — (5.87N•m) in 4" (101mm) and 6" (152mm)sizes. 9 -tQ 3. Insert the clapper assembly into the valve through the downstream opening. Reinsert the Hinge Pin(8) y while holding the coils of the properly oriented j 3 Spring (7) in place. Install the hinge pin Plug (11). Figure 2 4. Reinstall the check valve in the system. 5. Place the system back in service. Ordering Information Specify: TM 1. Model G Right—Check Valve. 2. Size. 3. 1/2" NPT(R1/) optional supply side connection for valve sizes other than 4"(100mm). Contact the installing contractor or Reliable if any difficulties are experienced.Should replacement parts be needed,use only genuine Reliable parts. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent 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 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. ® Recycled Paper eliabili (800)431-1588 Sales Offices (800)848-6051 Sales Fax Revision lines indicate updated or new data (914)668-3470 Corporate Offices www reliablesprinkler.com Internet Address EG.Printed in U.S.A.05/01 P/N9999970071 c Product Information � ao � aa •� eGoo i a 1 r 'PEA a Global Safety Fire Sprinkler Control = _ G r PRODUCT INFORMATION UL Listed. FM Approved. ULC Listed. Model n BV—G (Grooved End Butterfly Valve) M1 Size 2 - 1/2' Througl g„ Vworking Press. : 175 psi 1ax. —es' Press, r 5i Working Temp. 250:,F (120"C _ Factory Insialled UL Approved Tamper Sw ton. Mete ?al B;r_1y Duciile Iron, Nylon—lI hosted Disc. Al—Dror) Ductile iror, E`'DNA Encapsu',ated Stern S in ; tee; . Hardened, & T ernpe:red Model : BV--W (Wafer Butterfly Valve) �r7F 1 t,2,. Tl;rough 8' Working Pie,-5. 175 psi Max, Test ?ress_ - '4K psi Working Temp 250'F i120'C Factory installed UL Approved i amper Switch. Material is Body Ductile Iron, EPDM Encapsulated Disc = Al—Bronze, Ni—Cr Mated Stern Stainless Steel, Hardened & Ternoered SP TECHNICAL DATA 4 Dimension(SCH 40, D=120) •f�e.nw �k Wafer Style(2-1/2 Through 8'1 LF r- Dimensions-Weights l Unit:mm(inch) Style Size Pipe p I L1 L2 I H1 H2 d P.C.D k eight O.D2 73(21/z) 96.4(3.80) 105(4.13) 135(5.31) 135(5.31) ` 125(4.92) 8.2(18.04) 3• 88.9(3) 96.4(3.80) 112(4.41) 135(5.31) 142(5.59) 125(4.92) - 9,0(19.80) Grooved 4 114.3(4) 115.4(4.54) 145(5.71) 135(5.31) 175(6.89) 125(4.92) - 10.7(23.54) End 168.3(6) 132.4(5.21) 179(7.05) 193(7.60) 209(8.23'} 225(8,86) - 15.2(33.44) 8' 219.1(8) 147.4(5.80) 204(8.03) 193(7.60) 234(9.21) 225(8.86) - 20.4(44.88) 2 tr;' 49.0(1.93) 120(4.72) 135(5.31) 150(5.91) 125(4.92) 139,5(5.49) 8.8(19.36) 3' 49.0(1.93) 127(5.00) 135(5,31) 157(6.18) 125(4.92) 152.5(6.00) 9.3(20.46) Wafer 4 55.0(2.17) 145(5.71) 135(5,31) 175(6.89) 125(4.92) 180,5(7.11) 9.8(21.56) 6 - 59.0(2.32) 180(7.09) 193(7.60) 210(8.27) 225(8.86) 241.0(9.49) 13.1(28.82) 8' - 63.0(2.48) 204(8.03) 193(7.60) 234(9.21) 1 225(6,86) 298.5(11.75 17(37.40) G S P 4 Switch Wiring Diagram S-1 CLOSED(REM [' FIRE ALAR ONTROLPA COMMON(WHITE) OPEN(YELLOW) END OF LIN PERVISOR ESISTORA, CIRCUIT EXT DEVI ACTUATOR CASE GROUND (GREEN) S-2 CLOSED(ORANGEE) OR H 0 TACIEJ C01 MONI��-)�LACK,�Oj�t�OPEN',OL�UL) UX. DEV Cr VOLTAGE' SOURCE LL I SD RATED:5A-I!SHP-I 25/250VAG 0.5A-125VDC 0.25-250VDC Switch # 1 S1 For connection to the supervisory circuit or a UL Listed alarm control panel, Normally Closed (2) Red Normally Open (2) Yellow Common (2) White Switch # 2 S2 Auxiliary switch which may be connected per authority having jurisdiction to auxiliary device. Normally Closed (1) Orange Normally Open (1) Blue Common (1) Black Housing ground lead #18 AWG is provided (1) Green. Distributed By : GLOBAL SAFETY PRODUCTS, INC. 970 E. ORANGETHORPE AVE UNIT #B ANAHEIM, CA 92801 TEL : 714-525-2262 FAX : 714-525-2138 "'SR-F PPOTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,ULCand CSFM Listed,FMandLPCBApproved,NYMEA Accepted,CE Marked Service Pressure: Up to 450 PSI(31 BAR) Minimum FlowRateforAlarm:10 GPM(38 LPM) Maximum Surge: 18 FPS(5,5 m/s) Contact Ratings: Two sets of SPDT(Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2"conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing NEMA 4/IP54 Rated Enclosure-use with appropriate conduit fitting. • Temperature Range: 40°F/1207, 4,5°C/49°C • Non-corrosive sleeve factory installed in saddle. Caution:This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40,sizes 2"thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 U.S. Pat No. 3921989 One or two family dwelling NFPA-13D Canadian Pat. No. 1009680 Residential occupancy up to four stories NFPA-13R Other Patents Pending National Fire Alarm Code NFPA-72 Potter Electric, Rd., 1990 Optional: Cover Tamper Switch Kit,Stock No 0090018 GENERAL INFORMATION INSTALLATION: See Fig.2 The Model VSR-F is a vane type waterflow switch for use on These devices may be mounted on horizontal or vertical pipe. wet sprinkler systems. It is UL Listed and FM Approved for On horizontal pipe they should be installed on the top side of the use on steel pipe; schedules 10 through 40, sizes 2" thru 8" pipe where they will be accessible. The units should not be in- (50mm thru 200mm). stalled within 6"(15cm)of a fitting which changes the direction of LPC approved sizes are 2" thru 8" (50mm thru 200mm). the waterflow or within 24" (60 cm) of a valve or drain The unit may also be used as a sectional waterflow detector Drain the system and drill a hole in the pipe using a circular saw on large systems. in a slow speed drill. The 2"(50mm) and 2 1/2"(65mm) devices T require a hole with a diameter of 1 114" + 1/8" - 1/16" (33mm The unit contains two single pole, double throw, snap action 2mm).All other sizes require a hole with a diameter of 2 ±1/8" switches and an adjustable, instantly recycling pneumatic re- (50mm ±2mm). tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device Clean the inside pipe of all growth or other material for a dis- The flow condition must exist for a period of time necessary to tance equal to the pipe diameter on either side of the hole overcome the selected retard period. Roll the vane so that it may be inserted into the hole;do not bend ENCLOSURE: The unit is enclosed in a general purpose, die- or crease it Insert the vane so that the arrow on the saddle cast housing The cover is held in place with two tamper resis- points in the direction of the waterflow. Install the saddle strap tant screws which require a special key for removal. A field in- and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of stallable cover tamper switch is available as an option which torque(see Fig. 2) The vane must not rub the inside of the pipe may be used to indicate unauthorized removal of the cover. See or bind in any way bulletin no 5400775 for installation instructions of this switch. Specifications subject to change without notice. Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT #8800001-REV W PAGE 1 OF 2 MFG #5400761-7/02 VSREF (E.) POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD FIG. 1 FIG. 2 SWITCH TERMINAL CONNECTIONS OPTIONAL TAMPER SWITCH DO NOT LEAVE COVER OFF FOR CLAMPING PLATE EXTENDED PERIOD of TIME TERMINAL RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) ^m TIGHTEN NUTS FOR DESIRED TIME DELAY. USE THE MINIMUM ALTERNATELY TO AN AMOUNT OF RETARD NECESSARY TO PREVENT EVENTUAL 50F.-LBS (68 n-m) p�I1N FALSE ALARMS, A "B" SETTING IS USUALLY OF TORQUE ADEQUATE FOR THIS. FACTORY IS SET TO "B Q v TO INSTALL, DRILL HOLE AS INDICATED: p t dN• PIPE SIZE HOLE SIZE W 2 po _ " to 2 1/2" 1 1/4" +1/8" -1/16" f7\ MOUNT ON PIPE SO (50mm to 65mm) (33mm t2mm) ARROW ON SADDLE `� POINTS DIRECTION CAUTION: 3" to s" z" t1/a'• OF WATERFLOW An uninsulated section of a (80mm to 200mm) 50mm t2mm) I ROLL LE IN single conductor should not OPPOSITE DIRECTION IRECTION be looped around the termi- Cover Tamper OF WATERFLOW nal and serve as two sepa- (with cover in place) rate connections The wire DIRECTION of must be severed, thereby + + WATERFLOW providing supervision of the C NO NC `1 APPROX. RETARD SETTINGS (IN SECS.) connection in the event that (WHT) (RED) (BLK) C D E 11 the wire becomes dislodged DWG_ #761-30 o ,o-2B 20-111 36-55 SD-,Dso-Do from under the terminal FIG.3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG.4 1 The Model VSR-F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- ET OF operate a central station, pro- outs, not in the center NOI.MA a EN ONTA T WAlE1.F OW ZONE EO�.B.OM 0 E ON AAI,M ON MI.E IANE FlI.E IANE prietary or remote signaling unit,while the other contact is n a. used to operate a local audible / / or visual annunciator. 1 f t 2. A condition of LPC Approval of THE N AN[ NO MAI.HIN- 10 ITNE this product is that the electri- ON THE WIT H AI,E F01, UI,HOf A 14 I E 1 cal entry must be sealed to AN A N.M ONI IrION NE HOT l THE E T i AI.E I.EVEI,EI (N.NE III A exclude moisture. WHEN THE ENE N. E _ THE NOI.MA ONI ITKIN, � 3- For supervised circuits see e "Switch Terminal Connec- tions" drawing and caution DWG #761-4 note(Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should 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, that is usually located at the end of the most remote branch line, should 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-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions PRINTED IN USA MKT.#8800001-REV W PAGE 2 OF 2 MFG.#5400761-7/02 PPOTTER PBA-AC & PBD-DC The Symbol of Protection UL Listed, FM Approved Sizes Available:6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC 120VAC 12VDC(10.2 to 15.6)Polarized .. 24VDC(20.4 to 31.2)Polarized Service Use: Fire Alarm =W General Signaling BurglarAlarm Environment: Indoor or outdoor use(See Note 1) -40'to 150°F(-40°to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powdercoating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE CURRENT TYPICAL dB MINIMUM dB S VOLTAGE MODEL NO. STOCK NO.INC HE AT 10 FT. AT 10 FT. (mm) (MAX') (3m)(2) (3m)0) 6(150) 12VDC PBD126 1706012 12A 85 76 8(200) 12VDC PBD128 1708012 12A 90 76 10(250) 12VDC PBD1210 1710012 12A 92 76 6(150) 24VDC PBD246 1706024 .06A 87 76 8(200) 24VDC PBD248 1708024 .06A 91 79 10(250) 24VDC PBD2410 1710024 .06A 94 79 6(150) 24VAC PBA246 1806024 .17A 91 76 8(200) 24VAC PBA248 1808024 .17A 94 76 10(250) 24VAC PBA2410 1810024 .17A 94 76 6(150) 120VAC PBA1206 1806120 .05A 92 82 8(200) 120VAC PBA1208 1808120 .05A 99 82 10(250) 120VAC PBA12010 1810120 .05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is-30'to 150°F(-34°to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8850001-REV Q PAGE 1 OF 2 MFG #5400776-12/01 BELLS (E,) POTTER PBA-AC & PBD-DC The Symbol of Protection DIMENSIONS INCHES(mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HASONETHREADED 112"CONDUIT ENTRANCE � o 10" _1 1_ O 3 3/8" 5" (250) 5 3/4"I B' I (146) (86) (127) (200) IS" I I I (150) 1 I --�1 5/8_ (B6) �2 4 (68) (41) (68) DWG. #776-1 (108) DWG. #776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN) RED(OUT) WHITE (IN) WHITE (OUT) a O FROM CONTROL PANEL TO NEXT BELL FROM CONTROL PANEL OR OR END-OF-LINE OR PRECEDING BELL RESISTOR PRECEDING BELL BLACK (IN) O BLACK(QUT) BLACK (IN) BLACK (OUT) CAUTION: CAUTION; WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN- WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: NOTES: 1. OBSERVE POLARITY TO RING D.C. BELLS. 1. WHEN USING A.C. BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE (+) AFTER LAST BELL. 3. BLACK WIRES NEGATIVE (-) 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION 1. The bell should be mounted a minimum of 8 ft. (2,4m)from the floor or as close to the ceiling as possible. 2. Removethegong. 3. Connect wiring(see Fig.3). 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 be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT.#8850001-REV Q PAGE 2 OF 2 MFG.#5400776-12/01 MODEL 1011 TESTANDRAIN , Iuz�a � r 4L USA PATENT AND OTHER PATENTS PENDING ❑ The AGF Manufacturing Inc.Model 1011 Matches All The Features And Benefits Of Our Model 1000 by Providing Both The Test Function And The Express Drain Function In A Multistory Installation,With The Added Feature Of An Integral Model 7000 Pressure Relief Valve With Drainage Piping. J Available In A Full Range Of Sizes From 3/4"To 2", NPT& BSPT,With All Specifiable Orifice Sizes 3A", 7/16", 1/21 17/32",''A" (ELO),& 3/4" (ESFR). � The Model 1011 Complies With The Requirements Of NFPA 13,13R,& 13D,Which Stipulate A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure Reducing Valves. ❑ The Model 1011 Is A Single Handle Ball Valve That Is Lightweight And Compact,Which Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glass,And Is 300 PSI Rated. ❑ The Included UL/FM Model 7000 Pressure Relief Valve Features A Flushing Handle And Is Factory Set At 175 PSI,Other Pressure Settings Are Also Available. ❑ Designed To Relieve Excess System Pressure Caused By Surges Or Temperature Changes As Well As Solve The Difficult Problem Of Providing The Relief Valve With A Drainage-Piping Outlet. ❑ The Unit Comes Shipped In A Semi-Assembled State With The Relief Valve And The Bypass Drain Ports Plugged.This Is Done To Ease Pressure Testing The System. Cut pur New g4poC Y, W511 us 41) on the Intemel `ri! of N 8/01 - ilMODEL 1011 Twffm D N. o MODEL 1011 (UL LISTED/FM APPROVED) BRONZE BALL VALVE MODEL 7000 (UL LISTED/FM APPROVED) PRESSURE RELIEF VALVE FACTORY SET AT 175 PSI WITH OTHER SETTINGS AVAILABLE. FRONT VIEW - MODEL 1011 PLAN VIEW INLET A 1 - - A ► 1 E� I O • B DRAIN . D. • I ~ H 1 - TO DRAIN C IIff • l� From the February 1 , 1999 Edition of NFPA 13: Chapter 4-1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5-14.1.2.3 Requires a relief valve be installed downstream of all pressure-reducing valves ORIFICE SIZES AVAILABLE -3/8, 7/16, 1/2, 11/32, ELO(5/8)", ESFR(3/4)• DIMENSIONS- INCHES OVERALL LENGTH 1 11 1011 SIZE A B C D E F G H MATERIAL LIST 3/4 r 7 9/16' 1 1/2' 2 3/18' 3 5/8' 3 3/8' 1 13/16" 4 9/16" 6 3/8i 191.30mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm PART: MATERIAL: ivy 7 9/16" 1 1/2' 2 3/16" 3 5/8' 3 3/8' 1 13/18' 4 9/16' 6 3j8' 191.30mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm I HANDLE STEEL ROD BRASS 1/4 701m1m� 42.70mm' 5.36m 108.36mm B.84mm 50.89mm' 141.91mm 192.28mm BALL B BRONZE u 15 11 9/16" 1 5 15 9 1 BODY BRONZE 1/ r� 8 15/16' 1 13/18' 3 1/4" 5 1/16" 3 7/8' 2 5/8' 8 1/4' 10 7/8' VALVE SEAT IMPREGNATED TEFLON 1 2 226.68mm 45.50mm 81.50mm 127mm 99.18mm L66.97mm mm 206.63mm 273.60mm INDICATOR PLATE STEEL 2r, 8 15/18' 1 13/18' 3 1/a" 5 1/1s" 3 7/e" /6" 8 1/a" 10 7/e" RELIEF VALVE BkUNLL 226.68mm 45.50mm 81.50mm 127mm 99.18mm 206.63mm 273.60mm BYPASS FITTINGS BRASS BYPASS TUBING NYLOBRAID `Available on 1 1/4"to 2"size units only. r .: FIVI APPROVED ELOiESfR IS LIL LISTED UL LISTING EX4019(N)&EX4533(N) AGF MANUFACTURING COMPANY JOB NAME: 100 Quaker Lane ARCHITECT: Malvern,PA 19355 USA Telephone:(610)240-4900 ENGINEER: Fax:(610)240-4906 www.testandrain.com MADE IN U.S.A. CONTRACTOR: � 1 ANN-ALBtar'" Gruvlok® Product - Submittal Sheet 1 0/XNV!L Figure 7000* Lightweight Flexible Coupling The Figure 7000 Lightweight Coupling is designed for applications where system flexibility is desired. L The Figure 7000 Lightweight Coupling is approximately 30% lighter in weight than the Figure 7001 Coupling. Working pressure ratings shown are for reference only and are based on schedule 40 pipe. For the latest UL/ULC Listed and FM approved pressure ratings versus pipe schedule see www.anvilstar.com or contact your local AnvilStar Representative The Figure 7000 Lightweight Coupling with a DRI-SEAL' "C" Style, Grade "E" Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems when installed in accordance with NFPA syG U� UDC Standard 13 "Sprinkler Systems." O FM 0 �`'r'► —Available galvanized. 'When ordering,refer to product as FP7000. SPECIFICATIONS:MATERIAL Housing: Gaskets: Materials (Specify when ordering) Ductile Iron conforming to ASTM A-536, Grade 65-45-12. Flush gap gasket available ANSI Bolts and Heavy Hex Nuts: Properties as designated in accordance with ASTM D-2000 Heat treated, oval neck track head bolts conforming to ASTM A-183 Grade [] DRI-SEAL` "C"Style Grade "E",Type "A" Gasket(Violet color code) 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of -40°F to 1507(Service Temperature Range)(-40°C to 66°C) carbon steel conforming to ASTM A-563. Bolts and nuts are provided zinc Recommended for wet and dry(oil free air) pipe fire protectio sprin- electroplated as standard. kler systems.For dry pipe systems and freezer applications, Gruvlok Metric Bolts and Heavy Hex Nuts: XtremeT""Lubricant is required. -feat treated,zinc electroplated oval-neck track head bolts made of carbon ❑ Grade "E" EPDM (Green color code) NSF-61 Certified steel with mechanical properties per ISO 898-1 Class 8.8.Hex nuts and -407 to 230OF(Service Temperature Range)(-40°C to 110°C) bolts are zinc electroplated followed by a yellow chromate dip. Recommended for water service,diluted acids,alkalies solutions, oil-free air and many chemical services. Stainless Steel Bolts and Nuts NOT FOR USE IN PETROLEUM APPLICATIONS. Stainless steel bolts and nuts are also available. Contact a AnvilStar Rep- I❑ Grade "T" Nitrile (Orange color code) resentative for more information. -20°F to 1807(Service Temperature Range)(-29°C to 82°C) Coatings: Recommended for petrolium applications,air with oil vapors and ❑ vegetable and mineral oils.Rust inhibiting lead-free paint Color: ORANGE(standard) NOT FOR USE IN HOT WATER OR HOT AIR ❑ Hot Dipped Zinc Galvanized (optional) ❑ Other, ❑ Other(Specify): (IE: RAL3000 or RAL9000) Gasket Type: (Specify) For other Coating requirements contact a AnvilStar Representative. ❑ Standard C Style Lubrication: (Specify) U Flush Gap (1'/4"-8") ❑ Standard Gruvlok ❑ Gruvlok XtremeT"' Recommended for dry pipe systems and freezer applications ❑ Other(Specify): PROJECT O. APPROVAL Project: Date: Phone: Architect/Engineer: Contractor: Address: otes 1: Notes 2: 3/05-5 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,90 to www.anvil star.corn or contact your local AnvilStar representative Page 1 of 2 i /,l!VV�LSta Gruvlok' Product - Submittal Sheet (7)/&NVIL Figure 7000* Lightweight Flexible Coupling Y r Z- ®WARNING --•-• ------ i I J For dry pipe systems and freezer applications ��`�, i _� / �'• I-"' lubrication of the gasket is required,Gruvlok XtremeT"Lubricant is recommended FIGURE lit LIGHTWEIGHT COUPLING Nominal Pipe Max.Wk. Max.End Range at DEFLECTION FROM CL COUPLING DIMENSIONS COUPLING BOLTS SPECIFIED TORQUE§ Approx. Size O.D. Pressure Load Pipe End Separation Ea. Separation Per Coupling Per in./it. X Y Z qty. Size Min. Max. In./DN(mm) In./mm PSl/bar Lbs./kN In./mm Degrees mm/m In./mm In./mm In./mm In./mm Pl.-Lbs./N-M Lbs./Kg 1'14 1.660 300 1,299 0-Ye 4°19' 0.90 2/ 4/s 1-1/a 2 3ie x 2Y4 30 45 1.4 -- r; 1'/ 1.900 300 1,701 0-'is 3°46' 0.79 3 4�/c 1'/4 2 %a x 2'/4 30 45 1.5 2 2.375 300 2,658 0-'/x 31 11 0.63 31/-, 5'/ 13/4 2 %x 2'/4 30 45 1.7 44 21/a- 2.875 300 3.895 0-'/c 2°29' 0.52 4 5 4 11/4 2 %s x 21A 30 45 1.9 d Ot ''.0 300 4,z i' :-.• y' G_50 „ 1`% _ y 7':: 8b i08 3 76.1 76.1 20.7 18.82 0-3.2 41.6 102 156 44 M10 x 57 110 150 1.0 3 3.500 300 5.773 0-'/8 2"3' 0.43 45/s 6'i4 1s/4 2 1A x 3 80 100 2.9 I `, 2 , yr; 1011, ;< 108.0 108.0 20.7 37.86 0-6.4 58.7 140 197 51 M12 x 76 110 150 1.8 4 4.500 300 9,543 0-Y4 3111, 0.67 5'/a 81A 2 2 '/2 x 3 80 100 4.6 �.- L„ a5 5. �.: i. 56"" :i -00 301 t: 0 's 2' J,ST fiv 2 ,r,,T S 0 133.0 133.0 20.7 47.89 0-6.4 47.7 165 232 51 1 M16 x 89 135 175 2.6 .`t:'`7 1.4f} ,h 5(I/J �!?ii 1;/17ri '�!;' F1,ili ti'i. ij;.• 7 h 'i�X 3`" 10: 310 139.7 139.7 20.7 52.84 0-6.4 1 45.4 171 1 238 1 51 M16 x 89 135 175 2.7 5 5.563 300 12.153 0-'/4 2°35' 0.54 7 95/ 2 2 '/a x 3'/z 100 130 6.1 44.01 ' ' 1614 OD 6.2 a 30 .;?t°; 2"., 0.4P 7 . ;i-• 2 P -,31'!. foo 159.0 159.0 1 20.7 68,43 0-6.4 39.8 191 264 51 1 M16 x 89 135 175 3.0 V 6.500 0k; 16.&v1( D 1-.; %Z U.?b 1314 10'/< 2 ? X 3; 100 730 ?,!i 165.1 165.1 20.7 73.80 0-6.4 1 34.8 197 273 51 M16 x 89 135 175 3.2 6 6.625 300 17,236 0-"A 2°10' 0.45 8 11 2 2 %a x 3'% 100 130 8.1 8 8.625 300 29,213 0•'A 1°40' 0.35 10 131/, 2'/a 2 3/4 x 4Y2 130 180 14.2 Note:Not for use in copper systems. §-For additional Bolt Torque information see Technical Data Section. Other sizes available,see Gruvlok Catalog or contact an AnvilStar Representative. 3/05-6 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative page 2 of 2 Gruvlok® Product - Submittal Sheet ANV1L figure 7400* Rigidlite® Coupling The Figure 7400 Rigidlite Coupling from Gruvlok is specially designed to provide a rigid, locked-in pipe connection to meet the woo specific demands of rigid design steel pipe. Fast and easy swing-over installation of the rugged lightweight housing produces a secure, rigid pipe joint. The Figure 7400 Rigidlite Coupling is UL/ULC Listed and FM Approved for fire protection service in both wet and dry systems, , with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. Working pressure ratings shown are for reference only and are based on schedule 40 pipe. For the latest UL/ULC Listed and FM approved pressure ratings versus pipe schedule, see www.anvilstar.com or contact your local AnvilStar U� UDC Representative. r FMT The Figure 7400 Rigidlite Coupling with aDRI-SEAL', "C" Style, op ,.v pr Grade E Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance _ Available galvanized. with NFPA Standard 13 "Sprinkler Systems". 'When ordering, refer to product as FP7400 MATERIAL O. Housing: Gaskets: Materials (Specify when ordering) Ductile Iron conforming to ASTM A-536,Grade 65-45-12. Flush gap gasket available ANSI Bolts and Heavy Hex Nuts: Properties as designated in accordance with ASTM D-2000 Heat treated, oval neck track head bolts conforming to ASTM A-183 Grade ❑ DRI-SEAL` "C"Style Grade "E",Type "A" Gasket(Violet color code) 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of -40°F to 1507(Service Temperature Range)(-40°C to 66°C) carbon steel conforming to ASTM A-563. Bolts and nuts are provided zinc Recommended for wet and dry(oil free air) pipe fire protectio sprin- electroplated as standard. kler systems.For dry pipe systems and freezer applications, Gruvlok Metric Bolts and Heavy Hex Nuts: XtremeTM Lubricant is required. leat treated,zinc electroplated oval-neck track head bolts made of carbon ❑ Grade"E" EPDM (Green color code) NSF-61 Certified steel with mechanical properties per ISO 898-1 Class B.S.Hex nuts and -407 to 2307(Service Temperature Range)(-40°C to 110°C) bolts are zinc electroplated followed by a yellow chromate dip. Recommended for water service,diluted acids,alkalies solutions, oil-free air and many chemical services. Stainless Steel Bolts and Nuts NOT FOR USE IN PETROLEUM APPLICATIONS. Stainless steel bolts and nuts are also available.Contact a AnvilStar Rep- ❑ Grade "T" Nitrile(Orange color code) resentative for more information. -207 to 180OF(Service Temperature Range)(-29°C to 82°C) Coatings: Recommended for petrolium applications.air with oil vapors and Rust inhibiting lead-free paint Color: ORANGE(standard) vegetable and mineral oils.NOT FOR USE IN HOT WATER OR HOT AIR Ll Hot Dipped Zinc Galvanized (optional) IJ Other ❑ Other(Specify): (IE: RAL3000 or RAL9000) Gasket Type: (Specify) For other Coating requirements contact a AnvilStar Representative. ❑ Standard C Style Lubrication: (Specify) ❑ Flush Gap(1'/4"-8") ❑ Standard Gruvlok ❑ Gruvlok XtremeT"^ Recommended for dry pipe systems and freezer applications ❑ Other(Specify): PROJECTO. Project: Date: Phone: Architect/Engineer: Contractor: Address: rotes 1: Notes 2: 3/05-3 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative Page 1 of 2 A& stal'"""" Gruvlok® Product - Submittal Sheet Figure 7400* Rigidlite° Coupling , - A WARNING t ^ Xi For dry pipe systems and freezer applications \` lubrication of the gasket is required,Gruvlok XtremeTm Lubricant is recommended FIGURE 7400 rCOUPLING Range al SPECIFIED Nominal Pipe Max.Wk. Max. A COUPLING DIMENSIONS COUPLING BOLTS TORQUE g Approx. Size O.D. Pressure End Lead Pipe End Wt.Ea. Separation X Y 2 Qtv. St. Min, Max. In./ON)mm) In./mm PSI/bar Lbs./kN In./mm In./mm In./mm In./mm In./mm Ff.-Lbs./N-M Lbs./kg 1'/4 1.660 300 649 0-1A 2/a 4s/, 11/1 2 zii x 2%< 30 45 1.3 1'/2 1.900 300 851 0-'/e 27/6 4'/b 13ia 2 %x 2'/4 30 45 1.4 2 2.375 300 1.329 0-Y8 3'/4 5/2 11/4 2 'AX 2'% 30 45 1.6 21/2 2.875 300 1.948 0-'/6 3',i0 6 1'A 2 'A x 2'/4 30 45 1.9 300 2,7'*1 r:_�;i ., 5': �— 2 '%t.%i: °."• 76.1 76.1 20.7 9.41 1 0-3.2 102 149 44 M10 x 57 40 60 0.9 3 3.500 300 2.886 0-'/e 4'/2 63/4 11/4 2 '/sx 2% 30 45 2.1 4 4.500 300 4.771 0 '/4 55/b 73/4 17/0 2 x 2'/t 30 45 3.1 nil' r.r.. 0- 139.7 1 139.7 20.7 31.70 1 0-6.4 171 235 51 M12 x 76 110 150 2.1 5 5.563 300 7.292 0-'/4 6"A 9'/4 2 2 Y2 x 3 80 100 4.6 6"0'.0 t'.500 3011, 9,9y` 0 .7;, 10; ��Y.i IJi 165.1 165.1 1 20.7 44.28 0-6.4 200 264 51 1 M12 x 76 110 150 2.5 6 6.625 300 10,341 0-'A 7/e 10% 2 2 Yzx3 80 100 5.5 8 8.625 300 17,528 0-Ys 10'/4 123/4 2'/a 2 112 X 3 80 100 8.4 Note:7400 Grade"E"EPDM gasket is required for use in copper system §—For additional Bolt Torque information see Technical Data Section. Additional sizes available,see Gruvlok Catalog or contact an AnvilStar Representative. 3/05-4 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative Page 2 of 2 1 1AWLStar" Gruvlok® Product - Submittal Sheet figure 7010* Reducing Coupling The Figure 7010 Reducing Coupling makes it possible to directly con- nect two different pipe sizes, eliminating the need for two couplings and a reducing fitting. The specially designed reducing coupling gasket with a center rib assures proper positioning of the gasket and prevents the smaller pipe from telescoping into the larger during assembly. Working pressure ratings shown are for reference only and are based on sched- ule 40 pipe. For the latest UL/ULC Listed and FM approved pressure rat- ings versus pipe schedule, see www.anvilstar.com or contact your local AnvilStar Representative. Figure 7010 Coupling complete with Grade "E" EPDM Gasket. tit: UL UDC Fig.7010 Reducing Fnn Coupling with Gasket Coupling Housing l` Gasket 13 —Available galvanized. Gasket Center Rib f "When ordering,refer to product as FP7010. MATERIAL SPECIFICATIONS: Housing: Lubrication: (Specify) Ductile Iron conforming to ASTM A-536,Grade 65-45-12 or ❑ Standard Gruvlok Malleable Iron conforming to ASTM A-47 Grade 32510. ❑ Gruvlok XtremeT"^ ANSI Bolts and Heavy Hex Nuts: Recommended for dry pipe systems and freezer applications Heat treated, oval neck track head bolts conforming to ASTM A-183 Grade ❑ Other(Specify): 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563. Bolts and nuts are provided zinc Gaskets: Materials (Specify when ordering) )lectroplated as standard. Properties as designated in accordance with ASTM D-2000 Metric Bolts and Heavy Hex Nuts: ❑ Grade "E"EPDM (Green color code) NSF-61 Certified Heat treated,zinc electroplated oval-neck track head bolts made of carbon -40°F to 230°F(Service Temperature Range)(-40oC to 110°C) steel with mechanical properties per ISO 898-1 Class 8.8.Hex nuts and Recommended for water service,diluted acids,alkalies solutions, bolts are zinc electroplated followed by a yellow chromate dip, oil-tree air and many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. Stainless Steel Bolts and Nuts ❑ Grade "T" Nitrile (Orange color code) Stainless steel bolts and nuts are also available.Contact a AnvilStar Rep- -207 to 180°F(Service Temperature Range)(-29°C to 82°C) resentative for more information. Recommended for petrolium applications.air with oil vapors and Coatings: vegetable and mineral oils. ❑ NOT FOR USE IN HOT WATER OR HOT AIR Rust inhibiting lead-free paint Color:ORANGE(standard) ❑ OtherHot Dipped Zinc Galvanized (optional) IJ ❑ Other(Specify): (IE: RAL3000 or RAL9000) For other Coating requirements contact a AnvilStar Representative, INFORMATION:PROJECT Project: Date: Phone: Architect/Engineer: Contractor: Address: 'totes 1: Notes 2: 3/05-7 For the latest UL/ULC Listed and FM Approved preMlre ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative Page 1 of 2 i r JAWLStar- Gruvlok" Product - Submittal Sheet <<�: AWI Figure 7010* Reducing Coupling Y i!X i �WARNING i f i For dry pipe systems and freezer applications (- lubrication of the gasket is required,Grovloke xtreme-1 Lubricant is recommended. ! FIGURE 7010 REDUCING COUPLING Larger Smaller Max. Range of DEFLECTION FROM 4 CDUPLING DJMENSIONS COUPLING BOLTS SPECIFIED TOROUF Nominal Pipe Pipe Working Max.End pipe End Per Approx Size O.D. O.D. Pressure Load Separation Coupling Per In./it. X Y z Qty. Size Min. I Max. Wt.Ea In.1DN/mm) In.1mm /n.1mm PSI/bar Lbs.1kN In./him Degrees mm1m In.1mm !n./mm In./mm InJmm F1.4bs.1N-M Lbs./Ng 2 x 11/ 2.375 1.900 500 2,215 0-'/a 1°53' 0.39 3% 5'%r. 1'1s 2 rh x 2'/4 80 100 2.0 2'/2 x 2 2.875 2.375 500 3,246 0-'/e 1°33' 0,32 41/4 6% 1z/4 2 %t x 23/4 80 100 3.5 IR 3 x 2 3.500 2.375 500 4,811 0-1/6 1°17' 0.27 4'/e. 71/8 11/ 2 '/2 x 23/4 80 100 4.4 17 rir 3 x 2'/ 3.500 2.875 500 4,811 0-1/6 1°17' 0.27 4-A 7'/s 11/8 2 '/2 x 2'/4 80 100 4.1 4 x 2 4.500 2.375 500 7,952 0 3/16 2°38' 0.55 6'/4 8la 2 2 s/e x V2 100 130 8.9 4 x 2'/2 4.500 2.875 500 7,962 0-3/16 2°38' 0,55 6'14 8'/s 2 2 %a x 3'/2 100 130 7.9 4 x 3 4.500 3.500 500 7.952 0-'/a 2°38' 0.55 6'/•1 87e 2 2 %a x 41/� 130 180 6.7 5 x 4 5.563 4.500 500 12,153 0-'/4 2°5' 0.44 71/a 10% 21/6 2 %a x 4'/) 130 180 11.4 -z 6 x 4 6.625 4.500 500 17,236 0-1/4 1°44' 0.36 8'/4 11% 2'le 2 3ic x 4 X2 130 160 13 A Tp 6 x 5 6.625 5,562 500 17,236 0-'/4 1°44' 0.36 8'/2 115/s 2'/ 2 'i4 x 4'i2 130 180 13.5 8 x 6 8.625 6.625 500 29.213 0-'/4 1115, 0.26 10'/2 14 2% 2 'A x 414 130 180 17.7 Not for use in copper systems. See technical data section for coupling data chart notes §—For additional Bolt Torque information see Technical Data Section. Other sizes available,see Gruvlok Catalog or contact an AnvilStar Representative. 3/05-8 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative Page 2 of 2 LStar - Gruviok° Product - Submittal Sheet fzOANV! figure 7012* Gruvlok Flange The Gruvlok' Fig. 7012 Flange allows direct connection of Class 125 or Class 150 flanged components to a grooved piping system.The two interlock- ing halves of the 2" thru 12" sizes of the Gruvlok Flange are hinged for ease of handling, and are drawn together by a latch bolt which eases assembly on the pipe. Precision machined bolt holes, key and mating surfaces assure concentricity and flatness to provide exact fit-up with flanged, lug, and wafer `! styles of pipe system equipment. A specially designed gasket provides a rr - leak-tight seal on both the pipe and the mating flange face. !% � Working pressure ratings shown are for reference only and are based on ; r schedule 40 pipe. For the latest UL/ULC Listed and FM approved pressure -- ratings versus pipe schedule, see www.anvilstar.com or contact your local AnvilStar Sales Rep. Gruvlok Flanges have designed-in anti-rotation tangs which bite into and grip �� UDC the side of the pipe groove to provide a secure, rigid connection. O FM The Gruvlok Fig. 7012 Flange requires the use of a steel adapter insert when • used against rubber faced surfaces, wafer/lug design valves and serrated or irregular sealing surfaces. In copper systems a phenolic adapter insert is Available galvanized. required, in place of the steel adapter insert. (See Installation and Assembly `When ordering,refer to product as FP7012. Instructions Section or contact your AnvilStar Rep, for details.) Flange comes complete with Grade "E" EPDM Gasket. SPECIFICATIONS:MATERIAL Housing: Lubrication: (Specify) Ductile Iron conforming to ASTM A-536, Grade 65-45-12. ❑ Standard Gruvlok '�atCh Bolts: ❑ Gruvlok XtremeTM eat treated,zinc electroplated,carbon steel oval neck track bolts con- Recommended for dry pipe systems and freezer applications forming to ASTM A-183 and zinc electroplated,carbon steel heavy hex nuts conforming to ASTM A-563, ❑ Other(Specify): Metric Bolts and Heavy Hex Nuts: Gaskets: Materials (Specify when ordering) Heat treated,zinc electroplated oval-neck track head bolts made of carbon Properties as designated in accordance with ASTM D-2000 steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and ❑ Grade "E" EPDM (Green color code) NSF-61 Certified bolts are zinc electroplated followed by a yellow chromate dip. -40°F to 2307(Service Temperature Range)(-40°C to 110°C) Recommended for water service,diluted acids,alkalies solutions, Stainless Steel Bolts and Nuts oil-free air and many chemical services. Stainless steel bolts and nuts are also available.Contact a AnvilStar Rep- NOT FOR USE IN PETROLEUM APPLICATIONS. resentative for more information. ❑ Grade "T" Nitrile (Orange color code) Coatings: -20°F to 180°F(Service Temperature Range)(-29°C to 82°C) ❑ Rust inhibiting lead-free paint Color: ORANGE(standard) Recommended for petrolium applications,air with oil vapors and vegetable and mineral oils. ❑ Hot Dipped Zinc Galvanized (optional) NOT FOR USE IN HOT WATER OR HOT AIR ❑ Other(Specify): (IE: RAL3000 or RAL9000) ❑ Other For other Coating requirements contact a AnvilStar Representative. PROJECT INFORMATION: Project: Date: Phone: Architect/Engineer: Contractor: Address: ')otes 1: Notes 2: 3/05-9 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.coni or contact your local AnvilStar representative Page 1 of 3 /.1nN�LStar," Gruvlok® Product - Submittal Sheet - � tZ ANV1L Figure 7012* Gruvlok Flange :C' i i r 1X ®WARNING ° Amdx' For dry pipe systems and freezer applications lubrication of the gasket is required,Gruvlok \\ r' - XtremeTm Lubricant is recommended � •T J GRUVLDK FIGURE 7012ANSI CLASS 125 i 150 Latch Bolt Mating Flange Bolts max. Max. Range Sealing Nominal Pipe Working End Specified Dimensions Surface Mating Specified Approx. Size O.D. pressures Loads Latch" Torque§ Flange Bolts Torque§ Wt.Ea. Bolt Size Min. Maz. X Y Z A Max. B Min. Qty. Size(ANSI) Min. Max. In./DN(mm) In./mm PSI/bar Lbs./kN In./mm Ff.-Lbs/N-M In./mat In./mat In./mm In./mm In./mm in.(ISO)mm Ff.-Lbs/N-M Lbs./Ng 2 2.375 300 1,329 3/e x 23/4 30 45 61/4 8% s/4 2% 31X6 4 5/a x 21/4 110 140 4.2 5L bC =t0 00 Al , ;�a 90' 2112 2.875 300 1,948 3/ft x 2344 30 45 7 91/ 1/4 2'/s 4 4 5/8 x 23/ 110 140 4.6 7 2J.7 e.Ef? i,?` iv ii3 frr 241 ?f 1Fi VICx70 0 ?30 2.1 a9c S61 45 ri s!':' -h, 3 4; ?7;" 14,0 4.8 76.1 76.1 20.7 9.41 M10 x 70 40 60 184 248 19 76 105 4 M16 x 70 149 190 2.2 3 3.500 300 2,886 %x 21/4 30 45 T/ 101/2 '/a 31/ 4-/,e 4 5/e x 23i4 110 140 6.0 019 z?ts'_• 20 1.64 :1h';v�. -;dC Cv 200 20; 11 ti7D 149 ;rr, z; 4 4.500 300 4.771 3/e x 2% 30 45 9 111/2 '/4 4112 5s/e 8 %x 21/4 110 140 6.3 3-00 7 12 30 4; ✓ 250 139.7 139.7 20.7 31.70 M10 x 70 1 40 60 1 251 327 22 141 171 8 Mi 6 x 75 298 339 7.1 5 5.563 300 7,292 %x 23/4 30 45 10 121/ '/8 5'/16 6'/11 8 '/1 x 27/s 220 250 8.8 1c'; 4 „ 2fi.? 2.4= ?9 ��t ?C (il' 2�a' 3%i:' 3<#' 7eY 298d39 6,.tl. t.ii;F1 3f t 'I dJ 7 165.1 165.1 1 20.7 44.28 M10 x 70 40 60 286 1 356 22 1 168 198 1 8 1 M20 x 80 298 339 4.4 6 6.625 300 10.341 %x 21/4 30 45 11 14 '/e 65/, 713/1e 8 '/4 x 3'/8 220 250 9.6 15f .a.:. l ' vfl.8i it^??i; 40 W 7 315C 22 f %: Jii h920 P") 298 °l; 8 8.625 300 17,528 %x 21/ 30 45 13'/ 161/z 1 8% 10 8 '/4 x 3'/4 220 250 15.6 �713fj `,:j; Jri 7 ,..br' M t`:K f i1 40 6111 ^9•, 1fi 21 25 4 f1VO2'.:80 29t �J 10 10.750 300 27,229 %x 2'%4 30 45 16 19 1 103/4 121/6 12 %x 31 320 400 18.2 251) 21,3; 121.11 A11 0.7:0 411' 1 6111 43f 483 25 2,'. 3L'8 0!20 Y90 4.33 10 3 12 12.750 300 38,303 3/ft X 21/4 30 45 19 213/4 11/4 123/4 14Ys 12 /a x 33/ 320 400 29.9 30,0 323.: LJ' 1 . 0 p0 Litt -66" 'L 32,1 59 ' r�`!�!R!,• rs�.?5�t ,.)00 8.•�::v :.)�� `45 16>1 i i2"( 14�1e' f�• 20.`." 323.9 323.9 20.7 170.38 M10 x 70 30 45 460 1 540 25 324 359 12 M20 x 90 4�00 a 439 542 9.5 •_•-PN 16 uses M24 x 90(PN)Dimensions for bolt circle PN 10&16 Flange. Mating flange bolts must be at least Intermediate Strength Bolting per ASME B16.5.Bolts with material properties equal or greater than SAE J429 Grade 5 are acceptable. Available in ANSI or metric boll sizes only as indicated. Refer to Gruvlok Products Catalog or AnvilStar's web site for more information on installing s Based on use with standard wall pipe. this flange §-For additional Bolt Torque information,see Technical Data section. 300 Lb flange is availalbe,Fig.7013,see gruvlok catalog,or contact your AnvilStar Rep.for The Gruvlok Flange bolt hole pattern conforms to ANSI Class 150 and Class 125 flanges. more information To avoid interference issues flanges cannot be assembled directly to Series 7700 butterfly Other sizes available,see Gruvlok Catalog or contact an AnvilStar Representative. valve.Flange can be assembled to one side of series 7500 and 7600 valve only. 3/05-10 For the latest UL./ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative Page 2 of 3 ANVIL =.���'� \^gure 7012^ GruvUok Flange Gmvlok Figure 7O12 Mating Flange Gmvhk Figure T02 Serrated Face Flange Component Flange Mating Flange -------------- - / / Grooved Pipa // � Grooved Flan e G�WohFbnqoAdaphr|nso� �RubLmrGu�ao Gm�okRun0eAUap�r|ne� `— iasFlan~ ket A. The sealing surfaces A Max.1o8.Min.uf the mating flange must ho Applications which require uGmv|ok Flange Adapter Insert: free from gouges,undulations and deformities of any type toensure 1� VVhonm�inqtoawu�r valve(lug sdvo) �the valve iombhor pm �. hporuoo|ingo�thoguo� madin the umuUooiAn��dhy the sealing surface dimensions(A B. Gmvlok Flanges are toho assembled un butterfly valves ouaonot to Max.toBMinl. place the GruWok Flange Adapter Insert between interfere with actuator orhandle operation. the valve and the Gmv|okUanUo. C. Do not use 8mv|ok Flanges within 9O degrees o/one another 2. When mating 1va rubber-faced metal flange,the Gmm|okFlange on standard fittings because the outside dimensions may cause Adapter Insert in placed between the Gmv|ok Flange and the interference. rubber-faced flange. D. Gmvluk Flanges should not bo used xo anchor points for tie-rods 3. When mating toa serrated flange surface,ostandard full-faced aomxx non'mstmixod joints. flange gasket is installed against the serrated flange face and E. Fig.7O12Gmv|ok Flange sealing gaskets require u hard flat surface the Gm«|»k Flange Adapter Insert io placed between the Gmvluk Rungoand�ho�mndadF|ungaguok� ) �radequm�mm|ing.The use odaGmv|okFbnUeAdupmr|nxo� . / io required for applications against rubber faced valves urother 4. When mating tn valves or other component equipment equipment.The GmWok Flange Adapter Insert iu installed between where the flange face has uo insert,use procedure the GmWok Flange sealing gasket and the mating flange or surface to described in note 3. provide u good sealing surface area. F. GmWok Flanges are not recommended for use against formed rubber flanges. G. An additional bolt io recommended for the hinge side of the 2^'12^ Figure 7O12 when connection to lug valves. H. Contact Anvi|Star for Di-Electric Flange connections. 3105'11 For the latest uuoLC Listed and owApproved pressure ratings.versus pipe schedule.oomwwwanw/mummor contact your local mw/mo/ mv/mwuum Page um» Star" Gruvlok-0 Product - Submittal Sheet �=�AWIL Figure 7050S* Standard 900 Elbow for Fire Protection C to E- L O.D. FIGURE 7050S* UL U LP STANDARD 900 ELBOWFM Nominal O.D. Max.Rated Center Approx Size Pressure to End Wt.Ea. In./vN(m,mn) 1n.1mm psi/bar 1n.1mm Lbs.IKU D Available galvanized. V/4 1.660 300 2'/4 1.0 *When ordering,refer to product as FP7050S. 4�' 0 These fittings are designed to provide minimal pressure drop 1 1.900 300 2�/4 1-.2 and uniform strength. 2 2,375 300 31/4 1.7 MATERIAL SPECIFICATIONS: If)7 21/2 2.875 300 31/4 2.6 Cast Fittings: 3 3.500 300 41/4 4.0 Ductile iron conforming to ASTM A-536 Malleable iron conforming to ASTM A-47 4 4.500 300 7.7 Coatings: 5 5.563 300 51/2 11.1 U Rust inhibiting lead-free paint:Color:ORANGE(standard) or L11 Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) 6 6.625 300 61/2 16.5 U Other(Specify): (IE: RAL3000 or RAL9000) 8 8.625 300 71/4 30.6 �;1 p," 11; 791-1, For additional sizes,see Fig.7050 in the Gruvlok Catalog or contact an AnvilStar Representative PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect/Engineer: Contractor: Address: Notes 1: Notes 2: 3/05-20 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AflvilStar representative AW LStar" GruvioV Product - Submittal Sheet (Z /IN"L 19ure 7051* Standard 450 Elbow for Fire Protection C to E �_� O.D. FIGU STANDARD, i51 ELBOW UL ULC Nominal O.D. ax.Rated Center Approx SizePressure In End Wt.Ea. In.10N(mm) !n./mm psl/oar In./mm Lbs./Kg 1Y4 1.660 300 1$/a 0.7 —Available as a fabricated fitting. 422 '�F—Available galvanized. 1'/2 1.900 300 1'/4 0.9 *When ordering,refer to product as FP7051 40 �rr3 2 2.375 300 2 1.5 These fittings are designed to provide minimal pressure drop and uniform strength. 2YP 2.875 300 21/4 1.9 SPECIFICATIONS:MATERIAL 3 3.500 300 2'/2 3.3 Cast Fittings: Ductile iron conforming to ASTM A-536 4 4.500 300 3 5.4 Malleable iron conforming to ASTM A-47 2' Coatings: 5 5.563 300 31/4 9.0 ❑Rust inhibiting lead-free paint: Color:ORANGE(standard) or 2P 6 6.625 300 3'/2. 11.2 ❑ Hot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) rE,„ ,> s: ❑Other(Specify): (IE: RAL3000 or RAL9000) 8 8.625 300 4Y4 19.8 Additional sizes available,see Gruvlok Catalog or contact an AnvilStar Representative. PROJECT INFORMATION: APPROVAL Project: Date: Phone: Architect/Engineer: Contractor: Address: 'oles 1: Notes 2: 3/05-21 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative Sta GruvloV Product - Submittal Sheet AM/IL Figure 7074* Cap AL, O.D. EWE FIGURE 7074 CAP Nominal 0.0. End to Approx. Size End Wt.Ea. 1n.1DMtMM) In.1mm WIMM Lhs.lKy UL gyL� 1'A 1.660 1'/40.4 1112 1.900 11/4 0.5 El Available galvanized. 2 2.375 1 0.5 *When ordering,refer to product as FP7074 21 21/2 2.875 1 0.7 1 MATERIAL SPECIFICATIONS.- 3 3.500 1 1.1 Cast Fittings: Cast iron conforming to ASTM A 536 4 4.500 11/8 2.8 Ductile iron conforming to ASTM A 536 Malleable iron conforming to ASTM A 47 5 5.563 1 1/B 4.0 Coatings: LJ Rust inhibiting lead-free paint Color:ORANGE (standard)or 6 6.625 1'A, 6.0 U Hot Dipped Zinc Galvanized conforming to ASTM A-153(optional) 8 8.625 11/2 12.5 U Other(Specify): (IE: RAL3000 or RAL9000) 1 A10 10 10.750 11/2 21.9 12 12.750 11/2 33.8 X Additional sizes available,see Gruvlok Catalog or contact an AnvilStar Representative PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect/Engineer: Contractor: Address: Notes 1: Notes 2. 3/05-27 For the latest UL/ULC Listed and FM Approved pressure ratings,versus pipe schedule,go to www.anvilstar.com or contact your local AnvilStar representative Paddico* J i cam' .• '�/ S Y Ductile Iron Threaded Fittings r __ kv DuctileIron Th � Paddico" Iftew, Paddico Ductile Iron Threaded Fittings Are 10i Ductile Iron 90 Degree Elbow Ductile Iron Reducing Tee Weight Box Model T-101 Size A Lbs, QtY Model T-105 1 1 l2 .64 70 Size PA B C wtJLbs. Box Qt . Zia 1 ,�: .95 40 ! /. i 9 i / ,s i. .46 95 /q 1 .70 55 1.24 30 1 `i:�b 1 s 6380 1 ;!,e 1 ''_(, .68 65 2 2 4 114 20 3% y i '/, .77 55 e i tie 1 1 '/4 i 3 .66 65 i• 1:i 1 ` i, .73 60 Ductile Iron Reducing 90 Degree Elbow 1 1 s '��, i s,�=„ '81 50 .90 50 Model T-102 Size A B wt. Box i 1 V, 1 ,j 1 ;�,,; 1.03 45 Lbs. Qty 1.%a i j 1 'vF `r V, 1.10 40 n: ,/ ! s 1 i/�2 y v i, 1 ,alp i ,sj, Y x / 1 /,, 1 /, 44 110 i; E /,,, 1.43 30 1 x%, i Y, 1 �,P .53 90 'A 13/'e 1 ''/e. 1 aj .87 45 ilex;`- alas 1 2 .64 75 1'.j,a 96 45 1 4 x fs 1 ie 1 's 75 60 1 1�/rr, 1 i`;e 1 �''M 1.10 40 1'ia x 1 1 O`ir', l j� 77 55 i 1 ji'a 1 Bi 40 1 iz x%. 1 ,j is 1 f.; 95 45 1 / 1',%z i r,a 1 /. 1.i4 AC -} 1 1 ``. 1 1 1,14 30 X i 1 ''/.. l pis 99 40 V. VJ e 1 1'�:s 119lss 1!:6 1,52 30 1/ax1/a 1' s �a 1.14 35 1!e 3i tt S n A - %J 1/'i5 1 / 6 1 /TV 1.L1J 4V 2 x / 1 i/a yjR 1.39 30 2x1 1 ;^ 2IX6 1.58 25 1 fi ii/ 1 9/,� 1 '/, 1.31 30 '2 x l'/', 1 ,f,s 2 ,/r a 1.63 25 2 2 s i 2 i 2 1.94 20 2 x 1 � 2 2;iyE 1,67 20 ;/, 1 1 'A, 1 i'�tE 1.14 35 t ./z 1 �I 1.23 35 Ductile Iron 45 Degree Elbow 1 1�X, 1 ,.;5 1 6 1.35 30 1 11 fwt Boxt; 1 F,I i � /fi 1,50 30 Model T-103 Size A bs. Qty 1 2 2',1, 2 2 V4 2,18 i5 1 ''-0 2 2' 2 S?' i. 2.31 15 1 1 '/a 48 90 1 i Ia ' 1 Ti', 1 r 1.50 30 +, j 1 2 1.61 25 ;' 1 .- 1 .73 50 1 V 1 1$�a 1 2 1,65 20 '93 35 1 2 i/�; 1 rya 2 ;r 2.03 20 2 2'/, 2 �/is 2�% 2.37 15 2 1 V16 1.55 i8 /= 1 /!z 1 i> 17i 8 1.50 20 1 '/,; 1 V, 2 1.67 20 2 1 1 `/ 1 'i, 2 1-91 20 2'j a 2,05 20 Ductile Iron Straight Tee i',% 2 � 2 2",'j„ 2.11 15 Size A wt. Box Model T-104 Ductile Iron Bullhead Tee Lbs. Qty ' 45 1 :% 1 f c 1 1 i,a t n; a' 1.14 35 1.30 35 1l'd 1 1 i'Z 1 i`", 1 ''Jig 1 ' 1.43 30 1 i!n 1',/`�, 1 V, 1 '',/b 1 'i e 1 13`,� 1.52 30 1.63 24 1 'fin 1 2 2 V, 2 :i y 2 2.00 24 2 2 `/» 2.63 12 1 %2 1 ','„ 2 1 2 ;.% 2 %F 2 1.94 20 1 '/2 1%a 2 2 ti 2 i,e 2 1-4-6-7 .00 20 2 2 2 T/z 2 �/a 2 :� 2 ,+%`a 10 rea a itting � � s Ouc ) �� Approved Air-Tested In A Water Soluable Oil Solution. Ductile Iron Hex Reducer Ductile Iron Hex Bushing Model T-1 06 Size m Wrench wt. Box Model T-110 Size A wt. Box Size Lbs. Oty Lbs. Oty x %.`',s22 280 41 �,X x V, 1 .40 150 ACM_ x .18 280 I X .38 140 4 1 j 4 X 1 1 '31 150 A I X '53 120 53 100 Ductile Iron Cross A i X I'V, .35 100 Wt, Box 2 x 1 .75 80 Model T-107 Size A B Lbs. Qty 2 X 1 Y, .69 80 1 1/2 1 V 2 -97 45 2 x 1 1/, .62 80 NI 1 1/4 1 31 n i V, 1.59 25 1 11/2 1 111,116. 1.89 20 Ductile Iron Extension Piece 2 2 21/4 2,93 10 Wt. Box I Model T-1 11 Size L Lbs. oty *4ftWa Reducing x I ,,L 1 .20 300 _1/s X 1 1/4 X 1 X 1 1 1 �'Vlr 1.25 30_ y I 1 Y2, X11/ X1x1 1 - 1 V, 1A8 24 x 2L 2 27 250 /2 Y16 1 2 x 2 x 1 x 1 2 1 "V, 2,64 10 7 X I �22 250 L If4 X 2L 2 .31 1 200 Ductile Iron Straight Coupling Model T-1 08 Size A Wrench wt, Box Ductile Iron Plug Size Lbs. Oty wt. Box Model T-1 12* Size A Lbs. QtV 1 .44 110 Model T-1 Size 2 2 54 75 .10 500 1 .18 300 i 'A 2 2 �14 .71 60 2 2 2 1.15 30 Q 1 1 .28 200 2 '12. 3 3 2.29 is 1 1/0 1 r .50 110 1/2 / .70 80 Ductile Iron Cap 2 1 1/'� '90 45 Model T-1 09 Size A Weight Box Lbs. Oty 'Will be available in early 1998 .33 180 1 .54 110 1 '68 80 2 1 '96 45 q1A] Specifications subject to change without notice. c October 1997 Paddico, Printed in the U.S.A. Specification & Data Dimensions: ANSI B16.3 Thread: ANSI B 2.1 NPT Paddico Materal: Ductile Iron ASTM A536 Max. Working Pressure: 300 psi wwww.paddico.com Approvals: FM. UL, ULC Wrench. Standard Pipe Wrench Installation Apply Teflon tape or high quality Teflon pipe joint compound on the pipe threads and tighten three and one-half to four turns beyond hand tight Note Paddico Ductile iron Threaded Fittings provide more strength r and corrosion resistant than cast iron fittings.Paddico ductile iron fittings are more durable clue to the extra:precious elements added during the process of casting.This provides an advantage '^•' over cast iron as the fittings are not as susceptible to leaks or cracking. Paddico ductile iron fittings are lighter than cast iron, making them easier to handle and install. ATTENTION Caution: Installers who have not used ductile iron fittings before should be cautioned that the fittings have a higher tensile strength than steel sR pipe.Therefore, over tightening the fitting may damage the pipe thread and cause leaks. There should:be about one half,a turn difference µ between cast iron (depends on the thread of cast iron fittings) and ductile iron fittings. Apply Teflon tape or high quality pipe Joint compound on the pipe thread and tighten three and one-half turns beyond ' hand tight. No more than four turns! �' 'fie.-�� ;• Caution for automatic make-on machine users: Exercise special caution in setting the machine to r = the proper parameters prior to tightening fittings - onto the male pipe threads. 4 Distributed By M =4 F/1TINGS WELD OUTLETS .1 IXvtJnn cJSmr Yc'w.w.ce INSTALLATION INSTRUCTIONS The hole cut in the run pipe may be done prior to welding or after welding of the outlet fitting. If holes are cut prior to welding, see recommended hole size in chart on other side. • Star Outlet Fittings are designed to be installed using only one weld pass. " 1/2" size outlets have a heavy cross section which helps maintain shape and threads during shipping and from weld/heat distortion after installation. • 3/4%2"size outlets maintain a relative uniform wall thickness in the contoured section. Heat settings can easily be set to allow for full penetration welds while reducing the probability of burn through.The weld area is designed adequately distanced from the threads such that the welding process should not distort the threads. It is recommended that the weld temperature be only as hot as needed to fully penetrate the materials being welded. Excessive heat may cause the outlet fitting to expand excessively resulting in threads not gauging properly after cooling. The following chart lists the recommended amount of weld for each size outlet. Outlet A l3 J � Size (inches) (inches) 1 Y4 die 1'/4 '14 1/4 '/"Size nutlet 3/4%2"Size Outlet 2 946 THREAD ASSEMBLY INSTRUCTIONS L2 THREAD INSPECTION L3 -- L1 - A. Prior to installing a threaded branch pipe or fL nipple Into a MT-4 outlet fitting, inspect the thread of the outlet and the nipples to insure that: 1)No dirt or weld spatter is in the threads. 2)No bum -through has damaged NPT TAPERED PIPE THREADS the threads. $)Thread length is correct. ANSI/ASME B1.2f3.1 Length of Effective Threads B. Clean as needed. APPLICATION OF PIPE SEALANT Drop Nipple o L1 Dim. L3 Dim. Total L1 +L3 L2 Dim. A. Use a pipe sealant that is fast drying,sets-up outlet hand Tight wrench Tight Length Effective Threads semi-hard and is vibration resistant, size in./thrds. in./thrds. inithrds. in./thrds. For outlets 1/2"through I", an anaerobic pipe 112" 0.32014.48 0.214/3.00 0.534/7.48 0.534/T.47 sealant is recommended. B.Thread tape Containing Teflon* may also 314" 0.33914.75 0.21413.00 0.553/7.75 0.64617.64 be used. 1" 0.40014.60 0.261/3.00 0.661R.60 0.68317.85 TIGHTENING OF BRANCH PIPE 1-1/4" 0.42014.83 0.26113.007 0.681/7.83 0.707/8.13 A. For outlet sizes through 2",wrench tighten up to three (3)full turns past handtight. 1-1/2" 0.42014.83 0.26113.00 0.681/7.83 0.724/8.32 'Teflon is a registered trademark of DuPont 2" 0.436/6.01 0.261/3.00 0.69718.01 0.757/6.70 4018 WE,STHOLLOIA, PARKWAY HOUSTON,TEXAS 77082 M 1 -4 TOLL,FREE:888-861-STAR TEL:281-558-3000,FAX:281-558-9000 IVIT-4 FITTINGS WELD OUTLETS D"&..f& rk�OPIA --NO&- 4S r * MT-4 Weld Outlet Fittings provide a threaded outlet branch connection- * Fittings are forged steel per AST M Al 05 and are available in outlet sizes 1/2"-2"for 11/4"-8" run sizes. • May be installed on all schedules of steel pipe. • Each outlet size requires only one hole size, minimizin hole saws/drills needed for installation. • Threads comply with ANSI/ASME 51.20.1 for NPT • Fittings are contoured to provide a precise fit at the opening in the run pipe and conforms to standard practice MSS SIB-97. • Weld bevel is standard 37Y20 • All fittings are UL/ULC Listed and FM Approved for use in fire protection systems at 175 PSI for schedule 5 pipe and 300 PSI for schedule 7 pipe and above. A B Outlet Inside Recommended Take Outlet Nominal Height Diameter Hole Size Out Size Size (inches) (inches) (inches) (inches} Outlet Inside Recommended Take 11/4 A B Outlet Nominal Height Diameter Hole Size out Size Size (Inches) (inches) (inches) (inches) 1'A-2 A B 2-2% V/2 1114-1% 11/4 x 21/2-3 1.375 1.490 0.687 1 I/z-2 5/8 3-4 V2 X 2-21/5� 1M3 0.700 (625) 0.531 5-8 21/2-8 1 Y2 . 1_1% 2 11/4-1% 2'/2 %x I%—2 1.125 0.900 718 0,562 1 Y2 X 34 1.625 1.610 0.937 2-2/ (.875) 4 2Y--8 1 1 5-8 1 1"14-1 Y2 2 1%-2 ilia 1 x 2-2Y2 1.250 1.145 0.593 3 1.750 2.0 (2.00 67 2 0) 1.062 2%-3 (1.125) 2 x 4 3-4 6 4018 WESTHOLLOW PARKWAY HOUSTON,TEXAS 77082 MT- TOLL FREE:888-861-STAR,TEL:281-558-3000,FAX:291-558-9000 Steel Pipe general information dimensions materials In sizes from%-inch thru 12-inch,pipe is known by its nominal The vast majority of pipe is made from carbon steel in a wide inside diameter, which differs somewhat from the actual inside variety of chemical compositions and methods of manufacture. diameter.Early pipe manufacturers made the walls in the smaller Carbon steel pipe, in some specifications, is available in either sizes much too thick, and in correcting this error in design they Grade A or Grade B and in a few cases,Grade C.Due to a higher took the excess from the inside to avoid changing the sizes of the carbon content,Grades B and C have higher tensile strength than companion fittings, To distinguish pipe sizes from actual Grade A but are less ductile.No extra charge is usually made for measured diameters,the terms iron pipe size (IPS) or nominal Grade B over Grade A.Generally,Grade B can be used in place pipe size(NPS) are usually used.For sizes larger than 12-inch, of Grade A, but Grade A cannot be substituted on applications pipe is known by its actual outside diameter.For all pipe sizes,the requiring Grade B. outside diameter(OR)remains relatively constant;variations in wall thickness affect only the inside diameter(I.D.) Other common pipe compositions are wrought iron,chrome-moly steel(chromium-molybdenum),stainless steel(chromium-nickel) To distinguish different weights of pipe,three long standing tradi- and nickel steel, A number of non-ferrous metals are also tional designations are used: standard wall (Sid.), extra strong manufactured in iron pipe sizes. wall (XS) and double extra strong wall (XXS). These last two designations are sometimes referred to as extra heavy wall(XH) The American Society for Testing Materials (ASTM) publishes and double extra heavy wall(XXH),respectively, most of the specifications for piping materials.The great majority of the grades recognized in ASTM specifications are approved by For the purpose of standardizing pipe dimensions,the American ASME and ANSI Codes_ In addition, the Anrerican Petroleum National Standards Institute(ANSI),in an effort sponsored by the Instutute {API) has established material specifications covering American Society for Testing Materials(ASTM)and the American line pipe for the oil and gas industries. Society of Mechanical Engineers (ASME), published ANSI B36.10M, To broaden the range of wall thicknesses, schedule Some of the most common specifications are listed in the numbers from schedule 10(S,10)thru schedule 160(S.160)were following paragraphs. adopted for steel pipe. These schedule numbers indicate approximate values for 1000 times the pressure-stress ratios. Later, stainless steel schedule numbers from schedule 5S carbon steel welded andior seamless pipe through schedule 80S were published in ANSI B36.19 for sizes ASTM A-53 This general service carbon steel pipe is made thru 12-inch.The addition ofthe letter Safterthe schedule number either welded or seamless.Available in Grades A or B,it is well identifies it as pertaining to stainless steel, suited for fabrication. 1 Certain relationships exist among the traditional designations of ASTM A-106 High-pressure,high-temperature service usually l Sid,XS and XXS,the ANSI schedule numbers and the actual wall calls for pipe to A-106.Pipe to this specification is made seamless thicknesses,Sid and S.40 are the same in sizes thru 10-inch;in only, in either Grades A or 6 and some wall thicknesses are sizes above 10-inch,Sid has awall of 3%-inch.XS and S.80 are the provided in Grade C. Grade C is considered a special product same in sizes thru 8-inch:in sizes 10-inch and above,XS has a supplied only on agreement between the manufacturer and the wall of ViAnch.XXS has no corresponding schedule number;but purchaser.Grade B has more exacting requirements for chemical in sizesthru 6-inch,XXS has a wall twice as thick as XS.Stainless analysis, testing,quality control:and steel making practice than steel schedules 40S and 80S are identical with carbon steel Grade A and thus is of higher quality. designations Sid and XS, respectively,thru 12-inch. ASTM A-135 Electric-resistance welded steel pipe thru 30-inch Weights for carbon steel pipe are based on a density of 02833 diameter for carrying liquid, gas or vapor. Made in Grades A pounds per cubic inch;for wrought iron pipe the density is 0,2777 and B. pounds per cubic inch-Since wrought iron pipe is made to steel outside diameters and steel weights per foot,the wall thicknesses ASTM A-252 This specification covers nominal wall steel pipe of wroughtironpipe are necessarily slightly greaterthan steel pipe piles of cylindrical shape and applies to pipe piles in which the to compensate for this difference in densities, steel cylinder acts as a permanent load-carrying member,or as a Unless otherwise designated, references to pipe waft thickness shell to form cast-in-place concrete piles. always means the nominal; or average, wall thickness. Most ASTM A-501 This specification covers hot-formed welded and ASTM tolerances on regular pipe products specify that the wall seamless carbon steel square, round, rectangular, or special thickness of pipe at any point isto be no less than 121,12%underthe shape structural tubing for welded,riveted or bolted construction nominal wall thickness specified.This means that a minimum wall of bridges and buildings,and for general structural purposes. of 0.875 times the nominal wall could apply for regular mill rolled ASTM A-795 This specification covers welded and seamless pipe, steel pipe intended for use in fire protection systems. Unless ordered to cut lengths,at a higher price,pipe is supplied in random lengths(RL). This is due to the method of manufacture carbon steel line pipe where damaged ends of each length are cut away during the Apt 5L Material furnished to this specification must be made finishing operations.For Sid pipe a single random length usually from open-hearth, electric furnace or basic oxygen steel.The falls in the range of 16 to 22 feet. standard covers pipe for conveying gas,water or all;in both the oil Threaded and coupled(T&C)pipe has threads that taper 34-inch and gas industries.it is available as seamless or welded, per foot on the diameter for all sizes.Threads conform to ANSI B1.20.1. End to end measurements of T&C pipe include the attached coupling. Steel Pipe general intormation carbon steel— casing& tubing ASTM A-369 Ferritic alloy seamless steel forged and API-5Cr This specification was created to satisfy the bored pipe for high-temperature service. A-369 covers need for high strength steel casing and tubing in the oil essentially the same alloy grades as ASTM A-335, and gas industry. Available in seamless or welded sizes. Available on a made to order basis. stainless steel pipe carbon steel plate pipe ASTM A-312 Seamless and welded austenitic steel pipe for high-temperature and general corrosive service. ASTMA-134 Electric-fusion (arc)welded straight seam Thirty-seven grades are covered by this specification or spiral seam welded plate pipe 16-inch and over in with some available on a made to order basis only, diameter with walls thru3,4-inch thick. Intended for conveying liquid,gas or vapor. Available in various ASTM A-376 Seamless austenitic steel pipe for high- specifications and grades of plate. temperature central station service.Available in varying percentages of chromium, nickel and other alloying elements. chrome-moly steel pipe ASTM A-430 Austenitic seamless steel'iorged and ASTMA-335 Seamless ferritic alloy steel pipe for high bored pipe for high temperature services available in temperature service(usually considered to be above several grades on a made to order basis, 775°F) and suitable for fabrication.The various alloys are specified by indicating the applicable grade according to ASTM A-358 Electric-fusion-welded austenitic the following table which lists the nominal percentages of chromium-nickel alloy steel pipe for high temperature the principal alloying elements: services in five classes and nineteen different grades. Available on a made to order basis. A-335 grade material nickel steel pipe Pi Carbon-Molt'(C-Mo) ASTM A-333 Seamless or welded pipe for extremely pis Silicon-Maly(Si-Mo) low-temperature service.A-333 lists six grades of nickel P2 112 Cr-1/2 Mo steel pipe and two grades of carbon steel pipe, Other grades of less commonly used steel may be furnished to P12 1 Cr-V2 Mo the general requirements of this specification when P11 VA Cr-',/2 MO agreed upon by the manufacturer and the purchaser. P22 21A, Cr-1 Mo non-ferrous pipe P21 3 Cr-1 Mo ASTM B-42 copper ASTM B-165 Monet PS 5 Cr-?i2 Mo ASTM B-43 red brass (nickel-copper) P5b 5 Cr-l"'2 Mo-Si ASTM B-161 nickel ASTIVI B-167 Inconel (nickel- chromium-iron) p5c 5 Cr-'/-, Mo-Cb ASTM B-241 aluminum P7 7 Cr-' Me P9 9 Cr-1 Mo Many wall thicknesses of above grades are only available on a made to order basis, Steel Pipe chemical composition specification C Mn P s si A53' Grade A .25 max. .95 max. .05 max. .06 max. Grade B .30 max. 1.20 max. .05 max. .06 max. - Al 061,2 Grade A .25 max, .27- .93 .025 max. .025 max. .10 min. (Seamless) Grade B .30 max. .29-1.06 .025 max. .025 max. .10 min. Grade C .35 max- .29-1,06 .025 max. .025 max. .10 min. Al 35 Grade A 25 max. .95 max. .05 max. .06 max. - (ERW) Grade B .30 max. 1.20 max. .05 max. .06 max. A252 Grades 1,2) - .05 max, and 3 A501 .26 max. - .04 max. .05 max. A795 Grade A .25 max. .95 max, .05 max. .06 max. Grade B 30 max. 1.20 max. .05 max. .06 max. - (ERWISeam less) (max./max.) API 5L Grade A 211.22 .90 max. .04 max. .05 max. - (all non- Grade B .26/27 1.15 max. .04 max. .05 max. - expanded) X423 -28/29 1.25 max. .04 max. .05 max. - X46,X523 30/31 1.35 max. .04 max. .05 max. - X56,X603 261.26 1.35 max, .04 max. .05 max. - AN 5CT H40 - - .03 max. .03 max. - J55 - - .03 max. 03 max. - K55 - - .03 max. .03 max. - N80 - - .03 max. 03 max. - LBO(Type 1)4 .43 max. 1.90 max. .03 max. .03 max. .45 max. 'The combination of Cu.Ni.Cr,Mo and V contents shall not exceed 1.00%. 2For each reduction of 01%below the specified C maximum,an increase of.06%Mn above the specified maximum will be permitted up to a maximum of 1.35% 3For grades X42-X60.for each reduction of.01%below the maximum C content,an increase of,05%Mn above specified maximurn is allowed up to 1,45%for grades up to X52 and to 1.60%for grades higher than X52, 41-80(hyp e 1`I requires.25 max,Ni and.35 max.Cu, Steel Pipe tenske property requirements specification min.yield strength(psi) min.tensile strength(psi) other' A53 Grade A 30,000 48,000 Grade B 35,000 60,000 Al 06 Grade A 30,000 48,000 (Seamless) Grade B 35,000 601000 Grade C 40,000 70,000 Al 35 Grade A 30,000 48,000 (ERW,4 Grade B 35,000 60,000 A252 Grade 1 30,000 50,000 Grade 2 35,000 60,000 Grade 3 45,000 i 66,000 A501 36,000 I 58,000 A795 - - Long,elongation 23%min, API 5L Grade A 30,000 48,000 Grade 6 35,000 60,000 X42 42,000 60,000 X46 46,000 63,000 X52 52,000 66,000 X56 56,000 71,000 X60 60,000 75,000 (Range) API 5CT H40 40,000- 80,000 60,000 J55 55,000- 80,000 75,000 K55 55,000- 80,000 95,000 N80 80,000-110,000 100,000 LBO(Type 1) 80,000- 95,000 95,000 Hardness max. HRC 23 'Elongation mquiremerits vary with grade,specimen size and orientation of test. Steel Pipe steel pipe for fire protection A<-795 standard dimensions,weights and test pressures(schedule 40) nominal wall test pressures(psi) pipe size O.D. thickness plain end -in. in. in. weight(lb./ft.) I furnace weld seamless and ERW 11-2 .840 .109 .85 700 700 3%a 1.050 A 13 1.13 700 700 1 1,315 .133 1.66 700 700 1'A 1,660 .140 2.27 1000 1000 11i1,,, 1.900 .145 2.72 1000 1000 2 2,375 .154 3.65 1000 1000 2'Iz 2.875 .203 5.79 1000 1000 3 3.500 .216 7.58 1000 1000 31/2 4.000 .226 9.11 1200 1200 4 4.500 .237 10.79 1200 1200 5 5,563 .258 14.62 - 1200 6 6.625 .280 18.97 - 1200 8 8.625 322 28.55 - 1570 10 10.750 .365 40.48 - 1430 light weight pipe dimensions,weights and test pressures(schedule 10) nominal wall test pressures(psi) pipe size O.D. thickness plain end in. in. In. weight(lbJft.) furnace weld seamless and ERW 3%4 1.050 .083 .86 500 700 1 1.315 .109 1.40 500 700 1'A 1.660 .109 1.81 500 1000 11f2 1.980 .109 2.08 500 1000 2 2.375 .109 2.64 500 1000 21/2 2.875 .120 3,53 1 500 1000 3 3,500 .120 4.33 500 1000 31/2 4.000 .120 4.97 500 1200 4 4,500 ,120 5.61 500 1200 5 5.563 .134 7.77 - 1200 6 6.625 .134 9.29 - 1200 8 8.625 .148 13.40 - 1200 I 10 10.750 .165 18.70 - 1200 Steel Pipe I comparative specification data Specification A795 NPS'fz- 10"Schedule 10 and Schedule 40 Scope Covers seamless and welded,black and hot-dipped galvanized nominal wail pipe.For coiling,bending,flanging and is suitable for welding,Pipe ordered for this specification is intended for use in fire protection system. Kinds of Steel Open-hearth Basic-oxygen Permitted For Electric-furnace Pipe Material Hot-Dipped Sets standards for coating of pipe with zinc inside and outside by the hot-dipped process.Weight of coating must not average Galvanizing less than 1.8 oz,per square foot and not less tnan 1.6 per square ft. Permissible The minimum wall thickness at any point shall not vary by more than 12.5%under the nominal wall thickness. Variations in Mall Thickness Chemical C max% Mn max% P max% S max%a Requirements Seamless or ERW Grade A 0.25 0.95 0.05 0.06 Grade B 0.30 1.20 0.05 0.06 Furnace-weld Pipe Type F — — 0.06 0.06 NDE& Hydrostatic inspection test pressures for plain end and threaded are specified.Hydrostatic pressure shall be maintained for Hydrosiatic not less than 5 seconds for all sizes of seamless and electric resistance weld pipe.Non destructive electric test in accordance Testing with practices E 213 or E 309, Permissible Plus or minus 5 ice. Variations in Weights per Foot j---- — Permissible Outside Diameter at any point shall not vary from standard specified more than— Variations in For NPS 11/2 and Smaller Sizes For NPS 2 and Larger Sizes Outside Diameter '4?over '-ae under 1%over 1%o under Number of Flattening---Tests are to be pertarmed on electric-resistance welded pipe,and furnace welded pipe. Tests Required Lengths Unless specified,pipe shall be furnished on single random lengths of 16 to 22 ft, Required Markings Rolled,Stamped,or Stenciled(M1grs.option) on Each Length Name or brand of the manufacturer. JOn Tags attached to Flectric•resistance welded A,electric-resistance welded B,Seamless A, each Bundle in case Seamless B,Grade A or B for type E or S pipe,wall thickness schedule ASTM A795,the letters NH if not hydrostatically tested. of Bundled Pipe) The length of pipe. {general End finish may be;Main end beveled or plain end square cut. Intormation MOTE;This general information is from ASTM Standards. Please refer to the specific Standard or Specification for complete details. Back to Application Guide TEXTRON Fastening Systems S P F C I F I C A T I O N S HangerMate° Threaded Rod EZH475 & EZH476 HangerMate Anchors Anchoring System Application Material: EZH475 & EZH476 Anchors Steel .0601' -.250" Specification: d3ill nlg 1/4" shank diameter, one anchor with cross-drilled poiril head to accept 3/8 -16 threaded rod and components, #3 self-drilling point and self-tapping threads head cross-drilled —� to accept 3/8- nut required FM Approvals and UL Listings: 16 threaded rod for li ht a e It components EZH475 appl9otiong • EZH476 (with nuts) is UL listed for 4 pipe in 16 gage steel (supplied) (0.060 ) • Not tested by FM EZH476 Head Style: 9/16" diameter head cross-drilled and tapped to accept Features &Benefits 3/8"-16 threaded components • Cross-drilled and tapped for attaching 3/8-16 threaded components to steel Head Height • Solid, one piece cold formed part; head cannot spin off 3/4" or unscrew from body • #3 self-drilling point for steel thicknesses of .060-.250" Drive Hex Size: 1/2 across flats • EZH476 includes backing nuts which greatly improves pullout values in thin material and are required to meet Shank Length: UL requirements 1„ Performance Values for EZG475 Anchor (no nut) Steel Thickness Average Ultimate Pull-Out Value(Ibs) Shank Threads: 0062" 1739 3/8"-16 self-tapping 0.074" 1944 Point Type: 0.104" 2420 #3 self-drilling 0.1 11" 2570 0.189" 2809 Material & Heat Treat. 0.248" 2809 Carbon steel (AISI C10B21) case hardened and tempered Performance Values for EZG476 Anchor(with nut) Finish: Steel Thickness Average Ultimate Pull-Out Value(lbs) Zinc plated per ASTM B633 Type II Class 12 0.062" 2756 0.074" 2753 Installation Tools: HangerMate drive socket: EZE215 with safety set feature; 0.104" 2809 automatically disengages when anchor is seated 0.1 1 1" 2809 0.189" 2809 Recommended power tool: Contractor-grade screw gun; 12 volt min. cordless or 4.5 amp min. corded tool o.24s 2809 1300-2000 rpm 1,The loads indicated above are overage ultimole values achieved under laboratory conditions and appropriate safety factors should be applied for design purposes. 2.NFPA(National Fire Protection Assoc.)minimum fastening requirements ore(roe times the weight of a 15 h sechon of wcderhlled pipe plus 25016s.This is 1475 lbs.for 4"pipe. 3 All test values were obtained using 3/8-16 rod.When 1/420 rod is used,the strength of the rod may be less than the pull-out values of the anchors For more information, contact 4.Loads were determined by testing products in the orientation for which they were Textron Fastening Systems • 1.800.435.7213 designed to be used.End-drilled ports were pulled in line with the anchor's axis while cross-drilled parts were tested with the force perpendicular to the axis e-mail: info@tfs.textron.com HangerMater"is a registered trademark of Textron Inc. ODTOLCOO a o • Revision 3/31/2003 Fig. 78 - All Steel Ceiling Plate Size Range—3/8" rod ®0O Material— Carbon Steel Features—Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals— Underwriters' Laboratories Listed in the USA (UL) C A and Canada (WL). Factory Mutual Engineering approved. Additionally, (UL) has listed the Fig. 78 with fasteners as shown in B the table below. Finish — Plain and Electro-Galvanized Note—Available in Electro-Galvanized and HDG finish. E Order By— Figure number, rod size and finish D(2) Patent#5,702,077 UL Listed Fastener Table Pipe Size Qty Fastener Type Material 1/2-2 2 #14 x 1'/4 A-point hex-washer-head sheet metal screw Wood 21/2-4 2 1/4 x 1% wood screws* Wood 1/2-2 2 1/4 x 1 tek screws Metal(18 gauge) 1/2-2 2 #14 x 1'/,A-point hex-washer-head sheet metal screw Wood 1/2-2 2 #14 x 2 A-point-hex-washer-head sheet metal screw Wood thru 5/8"gyp board No pre-drilling Dimensions •Weights Pipe Size A B C D E Max.Rec. Approx.Load Lbs.* Wt./100 1/2-2 3 21/a 11/6 5/16 3/8 150 15 5-6 Consult factory for data *Minimum safety factor of 5 ® Office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92879•Ph: 951.737.5599•Fax: 951,737.0330 Customer Service•800.786.5266 www.toko.com tTOLCO * • • • ■ Revision 8/13/2001 Fig. 69 - Beam Clamp Retaining Strap �C© Size Range—3/8"thru 7/8" rod by 4"thru 16" length.* 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 (1999) 6-4.7.1. 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 a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCOTm Fig. 69R will provide a more secure B reliable installation. Approvals— Underwriters' Laboratories listed in the USA(UL) and Canada (WL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish— Pre-Galvanized Order By— Figure number, type, length "B"and rod size being used with beam clamp Note— Minimum return on Strap: 1". Dimensions •Weights Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8-7/8 Specify Specify Longer lengths are available, consult factory. y Office/Manufacturing Facility-1375 Sampson Ave,•Corona,CA 92879•Ph: 909.737.5599•Fax: 909.737.0330 Customer Service•800.786.5266 www.toko.com 4Tf4MAt10YA1-IYC � BEAM CLAMPS Fig. 92 Universal C-type Clamp (Standard Throat) Size Range:3/8 and 1/2" Material: Ductile iron,hardened steel cup point set screw and locknut. Finish: ❑ Plain or❑ Galvanized Service: Recommended for use under roof installations with bar joist type construction, or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange does not exceed 3/4" Approvals: Complies with Federal Specification A-A-1192A(Type 19&23) WW-H-171-E(Type 23)and MSS-SP-69(Type 19&23). UL,FM and ULC Approved. How to size: Size of clamp is determined by size of rod to be used. Installation: Follow recommended set screw torque values per MSS-SP-69 (See table on page PH-212) Features: • They may be attached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup-pointed Set Screw tightened against the flange. A Jam Nut is provided for tightening the Set Screw against the Body Casting. • Thru tapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. +H c-- Ordering: Specify rod size,figure number,name of clamp and finish. ♦ I E AT LEAST ONE f" FJ D I FULL 1NRENf OF ROD MUST `- 8E EXPOSED Ya' I I D } I CA85 TYING JAM-NU, A 7 SETSCREW V— Fig.92: Load (Ibs)•Weight(Ibs)•Dimensions (in) Ravi Size Set Screw Max Loads■ A Size Weight C D E F G H Top Bottom 3/8 3/8 500 250 0.34 15/16 19/16 9/16 13/16 3/B 1/2 1/2 1/2 950 760 0.63 1 VC 113/16 1/2 11/16 7h6 23/32 ■Maximum temperature of 450' F Pipe Hanger Submittal Sheet Project: Architech/Engineer: Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: -'PIPE RINGSl+ Zi'i/�NVIL Fig. 69 Adjustable Swivel Ring,Tapped Per NFPA Standards Size Range: 1/2"through 8" Material: Carbon steel 4 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)and MSS-SP-69(Type 10). UL Listed and FM Approved (Sizes 3/4"-8") Features: • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 112"through 3"sizes. Ordering: Specify size,figure number and name. Fig.69: Loads(Ibs)•Weight(Ibs)•Dimensions (in) f A Pipe Size Max Load Weight Rod 1ze B C F 1 1/2 0.08 21/4 1 3/8 3/4 0.09 2 5/16 1 7/16 [F C B 1 300 0.10 27/16 1 9/16 7/8 1 1 1/4 0.10 3/8 2 5/8 1 3/4 1 1/2 0.10 2 3/4 1 7/8 2 0.11 31/4 2 3/8 11/8 + 21/2 0.20 4 2 3/4 15/1 s 525 3 0.20 4 3/8 31/8 13/6 4 650 0.30 411/16 313/1 s 19/1 s 5 0.53 5 5/1 6 4 3/8 6 1,000 0.80 1/2 67/16 51/2 23/16 8 1.00 8 7 211/16 Pipe Hanger Submittal Sheet Project: Architect/Engineer: Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: HAMER RODS � . 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. Length n Fig. 146: loads(Ibs)•Weights(lbs) Dimensions(in) Rod Max Load Weight Size A 650'F per Ft. 1/4 240 0.12 3/B 730 0.30 1/2 1,350 0.53 5/8 2,160 0.84 3/4 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: 1 STEEL PIPE CLAMPS (1*,)' Fig. 261 Extension Pipe or Riser Clamp Size Range: 3/4"through 24" Material: Carbon steel Finish: ❑ Plain,❑ Galvanized or❑ Epoxy coated Service: For support of stationary steel pipe risers,cast iron pipe or conduit,This product is not intended for use with hanger rods.For this application refer to Fig.40 Riser Clamp,page PH-35. Maximum Temperature: Plain 650'F,Galvanized and Epoxy 450°F Approvals: Complies with Federal Specification A-A-1192A(Type 8) WW-H-171-E(Type 8)and MSS-SP-69(Type 8). UL, ULC Listed (Sizes 11/2"-8") Installation: Clamp is fitted and bolted preferably below a coupling or welded lugs on steel pipe. Bolt torques should be per industry standards (see page PH-212).Clamp is designed for standard steel pipe O.D.and this must be considered in sizing the riser for other types of piping. Ordering: Specify pipe size,figure number,name and finish. Fig.261: Loads(Ibs)•Weight(Ibs)•Dimensions (in) Pipe Max Weight L B C Bolt Size Load g Dia. 3/4 1.1 27/8 220 87/8 1 1.1 31/a 3/a 3/a 11/4 250 1.6 10 31/2 11/2 1.6 3 7/a 101/4 2 300 1.7 41/4 7 400 1.9 1 11/4 4 3/4 1/2 7/16 LL_U LLB 3 500 1.9 1 13/8 51/2 31/2 600 2.3 61/2 12 7/s O 4 750 2.4 7 1/2 1/2 I— B_ _1 5 1,500 3.6 133/4 8 L 6 1,600 4.0 143/4 9 8 7.6 181/2 12 2,500 10 11.1 2 01/4 13 3/4 5/a a/B 12 16.5 223/4 153/4 2,700 14 17.7 24 171/4 16 30.4 26 1 193/4 18 2,900 33.8 28 21 3/4 3/4 3/4 20 35.0 30 233/4 24 3,200 82.0 363/4 30 1 1 1 7A Pipe Hanger Submittal Sheet Project: Architect/Engineer: Approval Stamp: Date: Phone: Contractor: Address: Notes 1: Notes 2: (DTOLCOS www.tolco.com • 1 Fig. 4L Longitudinal "in-Line" Sway Brace Attachment C&US LIMB Size Range—2Y2'through 8" IPS. Material—Carbon Steel Function —For bracing pipe against sway and seismic disturbance. Q Approvals— Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 2'/2"through 8". Installation Instructions —The Fig.4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment A component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install— Place the Fig.4L over the pipe to be braced and tighten bolts. j Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. C Finish —Plain I Note—Available in electro-galvanized and HDG finish. Order By— Figure number, pipe size and finish. w O 1 � TOLCO(i�'brand bracing components are desgined to be compatible ONL with other TOLCOO brand bracing components,resulting in a Listed seismic bracing assembly. to DISCLAIMER—NIBCO does kW warrant against the failure of TOLC01w brand bracing components,in the instance that such TOLCO®brand bracing components are used in Longitudinal Brace combination with products,parts or systems which are not manufactured or sold under the TOLCOO brand. NIBCO shall NO be liable under any circumstance for any direct or indirect,Incidental or consequential damages of any Klnd,Including but not Ilmlted to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. Dimensions •Weights Bolt Max. Rec. Approx. Sizes A C D Size Load Lbs. WtJ100 21/2 67/s 21/ 23/4 1/2 2015 253 3 7 23/4 3Y,e 1/2 2015 268 ' 4 8/2 33/8 311/16 1/2 2015 348 5 93/4 37/B 43/8 1/2 2015 380 4-Way Riser Brace 6 111/2 5 5Ye 1/2 2015 640 (Plan view) 8 131/4, 611/16 61/8 1/2 2015 728 ® OFFICEIMANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA.CA 92879•PH: 951.737.5599•FAX 951.737.0330 CUSTOMER SERVICE•800,786.5266 www.toico.com d) T0LC0 "* ■ Revision 2/10/2006 Fig. 1000 - "Fast Clamp" Sway Brace Attachment ®G® Size Range— Pipe size to be braced: 1"thru 6" Schedule Component of State of 10 thru 40 IPS.* Pipe size used for bracing: 1" and 1114" California OSHPD Approved Seismic Restraints System Schedule 40 IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6— 8 ft. lbs. �. Material—Carbon Steel Function — For bracing pipe against sway and seismic disturbance. Features— Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading I of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions— sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation —The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete brac- ing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install — Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" Maximum Design Load extension. Tighten hex nuts until leaf spring is flat. It is recom- 1" thru 4" pipe size—2015 lbs. mended that the brace angle be adjusted before hex nuts are 6" size— 1265 lbs. fully tightened. Approvals— Underwriters Laboratories Listed in the USA(UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health j Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish— Plain / Note—Available in Electro-Galvanized and HDG finish or J Stainless Steel materials. Order By— Order first by pipe size to be braced, followed by / pipe size used for bracing, figure number and finish. / Lateral Brace TOLCOO" brand bracing components are desgined to be compatible QNL�with other TOLCOO brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NM warrant against the failure of TOLCOO brand bracing components,in the instance that such T0LCOO brand bracing components are used In combination with products,parts or systems which are not manufactured or sold under the TOLCOO brand. NIBCO shall NM be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFFICEIMANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879-PH: 951.737.5599•FAX; 951.737,0330 CUSTOMER SERVICE-800 786.5266 www.lolco.com tTOLCCP _ _W_Wwt01C.0�C0_M*__' NIB= Revision ee. 41 Fig. 909 - No-Thread Swivel Sway Brace Attachment r@ usfl Size Range— 1" bracing pipe. For brace pipe sizes larger than 1", Component of State of i� California OSHPD Approved use TOLCO Fig. 980, j Seismic Restraints System Material— Carbon Steel, hardened cone point engaging screw Function—The structural component of a sway and seismic bracing `C system. Features—This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clear- ly that fastener table load values are based only on concentric loading. � H No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note—The Fig.909 is used in conjunction with the A TOLCO Fig. 1000, Fig. 1001, or Fig.4 (A) pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with NFPA 13 (or TOLCO State of California Y OSHPD Approved Seismic Restraint Manual) and the manufactur- er's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accor- dance with NFPA 13 and/or OSHPD. Approvals— Underwriters Laboratories Listed in the USA (UL) and Canada(cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions—The Fig. 909 is the structural or transi- tional attachment component 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, 4A, 413 or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guide- Lateral Brace lines should be followed. To Install -- Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish — Plain Note—Available in Electro-Galvanized and HDG finish. Order By— Figure number, pipe size and finish. Dimensions • Weights Max. Design. Max. Design Load Approx. Pipe Size A B Load Lbs. Lbs.w/Washer Wt./100 1 6 1 V8 17/32 2015 2765 91 " Available with hole sizes to accommodate up to 3/4"fastener. Consult Factory. TOLCOO brand bracing components are desgined to be compatible ONL with other TOLCO®brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NOT warrant against the failure of TOLCOO brand bracing components,in the instance that such TOLCOO brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCOO brand. NIBCO shall NM be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE,•CORONA.CA 92879•PH: 951,737,5599•FAX 951.737.0330 CUSTOMER SERVICE•800.786,5266 www.tolco.com .a.. TOLCO www.tolco,corn • 00 Fig. 980 - Universal Swivel Sway Brace Attachment Size Range—One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural Component of State of steel up to 1/4"thick. California OSHPD Approved Seismic Restraints System Material— Carbon Steel Function — Multi-functional attachment to structure or braced pipe fitting, Features —This product's design incorporates a concentric attach- ment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition)Table 6-4.5.9 H indicates clearly that fastener table load values are based only on concentric loading. Fits multiple sizes of bracing pipe, strut or structural steel. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Application Note— Install per NFPA 13 and/or TOLCO State of California (OSHPD) Approved Seismic Restraint Manual. A Installation - Place bracing component into jaw fully and tighten bolt until head breaks off. B Approvals— Underwriters Laboratories Listed in the USA(UL) and Canada (WL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note—The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig.2001 or Fig.4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) finish— Plain Note—Available in Electro-Galvanized finish. Order By— Figure number and finish. Important Note —The Fig. 98= is precision manufactured to perform its function as a critical component of a com- plete bracing assembly. To ensure performance.the UL Listing requires that the Fig. 980 nril be us d-oAly w ftL ther_T4LQQ__bracina products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. � G t l 4' Dimensions •Weights A B H" Max.Design Approx. Load Lbs. Wt./100 51/4 11/1 17/32 2765 132 Available with hole sizes to accommodate up to 3/4"fastener. Consult factory. ® Office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92879•Ph: 909.737.5599•Fax: 909,737,0330 Cuslomer Service•800,786.5266 www.toko.com TOLCO'* 00. Fig. 800 - Adjustable Sway Brace Attachment to Steel C®ISLISTED Size Range—4"thru 18" beam width Component of State of California OSHPD Approved Material —Carbon Steel Seismic Restraints System Function — Seismic brace attachment to steel. Features—This product's design incorporates a concentric attachment t point which is critical to the performance of structural seismic connections. I i NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or �' L welding of brace connection could present structural issues. Installation Instructions—The Fig. 800 is the structural attachment com- ponent of a longitudinal or lateral sway brace assembly. It is intended to �- be combined with the a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment to form a complete bracing assembly. C NFPA 13 and/or OSHPD guidelines should be followed. \` . To Install— Place the Fig. 800 on the steel beam, tighten the cone point set bolts on flange until bolt heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO transitional attachment fittings, Fig. 909, 910 or 980. Transitional fitting attachment can pivot for adjustment to proper brace angle. Approvals— Underwriters Laboratories Listed in the USA (UL) and Canada cUL . Included in our Seismic Restraints Catalog approved b theJr- Canada ) 9 PP Y � __ • State of California Office of Statewide Health Planning and Development(OSHPD). For For additional load, spacing and placement information relating 4- to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems -: Guidelines. Finish— Plain SH )%,%'N WITH F •9P C Note—Available in Electro-Ga Ivan ized and HDG finish. // '; BRACE 1TT 1NC�70 �} PIPE:BRACE Order By— Figure number, type number and size number. (AGROSS BEAM) Dimensions •Weights a _Max.Design Loads/Lbs. r� Fits Beam Along Across I a _ ' Size Range(In.) Beam Beam I i�r; /.J_ /. 1 4-6 1265 2015 2 6-8 1265 2015 3 8-10 1265 2015 .' 4 10- 12 1265 2015 5 12- 14 1265 2015 6 14- 16 1265 2015 7 16- 18 1265 2015 SH010vN WITH FIG,5360 Dimensions • Weights BRACE FITTING 0 Max. Design Loads/Lbs. PIPE BRACE Flange Thickness Along Across (ALONG BEAMIL Type Max.(in.) Beam Beam 1 3/4 1265 2015 2 1 Yn 1265 2015 TOLCO©brand bracing components are desgined to be compatible ONL with other TOLCO6 brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NOT warrant against the failure of TOLCOO brand bracing components, in the instance that such TOLCOO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCOO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. ® OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA.CA 92879•PH: 951.737.5599•FAX- 951.737.0330 CUSTOMER SERVICE•800.786.5266 www.lolco.com ` �.eion.Inc, „ Q�" 'IT Cortlflct�O � tsw 0� PATRIOT FIRE PROTECTION, INC T "° 2707 70th AVENUE EAST 9 TACOMA,WA 98424 HYDRAULIC CALCULATIONS c FOR JOHNSON HANGAR 2 GRID SYSTEM FILE NUMBER: 11-1514 DATE: JUN 14, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD GROUP2 DENSITY: .20 gpm/2000 sq. ft. AREA OF APPLICATION: 2268 sq. ft. (Reduced for 286 degree heads.) COVERAGE PER SPRINKLER: 112.5 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 18 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 646.0 gpm TOTAL WATER REQUIRED (including hose) : 1146.0 gpm FLOW AND PRESSURE (@ BOR) : 646.0 gpm @ 55.6 psi SPRINKLER ORIFICE SIZE: K=8 .0 NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION INC. DESIGN/LAYOUT BY: CHRIS WILSON AUTHORITY HAVING JURISDICTION: CITY OF ARLINGTON CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. TUCKER, GA 30084� CY JUN 16 2006 COA PERMIT CEN1LIP —� yas(J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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 80. 0 39.0 5400.0 77.7 1146.0 64 .3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1146.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 500.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 646.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 21.8 - - - - 39.5 - - - 2 23.6 - - - - 34.9 - - - 3 27 .8 K= 8 .00 19.3 35.2 4 27 .8 K= 8 .00 17 . 9 33.9 5 26.9 K= 8 .00 17 .8 33.7 6 26.1 K= 8 .00 18 .1 34.1 7 25.2 K= 8 . 00 18.6 34.5 8 24 .4 K= 8 . 00 19.7 35.5 9 23.6 - - - - 21.9 - - - 10 21.8 - - - - 25.1 - - - 11 21.8 - - - - 39.5 - - - 12 23.6 - - - - 38 .3 - - - 13 27 .8 K= 8 .00 21.5 37.1 14 27 .8 K= 8 . 00 20.0 35.8 15 26.9 K= 8 . 00 19.8 35.6 16 26.1 K= 8 .00 20.1 35.9 17 25.2 K= 8 . 00 20. 6 36.3 18 24 .4 K= 8 . 00 21.8 37.4 19 23.6 - - - - 24 .2 - - - 20 21.8 - - - - 25.4 - - - 21 21 .8 - - - - 39.7 - - - 22 23.6 - - - - 38 .4 - - - 23 27 .8 K= 8 . 00 21.9 37.5 24 27 .8 K= 8 .00 20.5 36.2 25 26.9 K= 8 . 00 20.4 36.1 26 26.1 K= 8 .00 20.7 36.4 27 25.2 K= 8 .00 21.2 36:9 28 24 .4 K= 8 .00 22.5 38 .0 29 23.6 = - 25.1 - - - 30 21 .8 - - - - 26.3 - - - 31 21 .8 - - - - 40.0 - - - 32 23. 6 - - - - 39. 1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 33 23.6 - - - - 27.6 - - - 34 21.8 - - - - 28.3 - - - 35 21.8 - - - - 40.4 - - - 36 23.6 - - - - 39.5 - - - 37 23.6 - - - - 28.9 - - - 38 21.8 - - - - 29.6 - - - TOR 21.8 - - - - 41.9 - - - BOR 2.4 - - - - 55.6 - - - DC2 2.4 - - - - 56.9 - - - DC1 2.4 - - - - 60.9 - - - FLG 0.5 - - - - 61.8 - HYD 0.0 HOSE STREAM 63.2 500.0 CITY 0.0 SOURCE 64 .3 1146.0 47 21 .8 - - - 41.6 - - - 48 23.6 - - - - 40.7 - - - 49 23.6 - - - - 29.7 - - - 50 21.8 - - - - 30.3 - - - 51 21.8 - - - - 41. 6 - - - 52 23.6 - - - - 40.7 - - - 53 23.6 - - - - 30.0 - - - 54 21.8 - - - - 30. 6 - - - 55 21.8 - - - - 41 . 6 - - - 56 23.6 - - - - 39. 9 - - 57 23. 6 - - - - 30. 9 - - - 58 21.8 - - - - 30.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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; 1 115.1 1.748 PL 1.75 PF 3.8 1 21.8 0.0 39.5 0.0 15.4 120 FTG T PE -0.8 2 23. 6 0.0 34 . 9 0.0 0.276 TL 13.75 PV Pipe: 2 115.1 1.748 PL 50. 00 PF 13.8 2 23. 6 0.0 34 . 9 0.0 15.4 120 FTG N PE -1.8 3 27.8 8.0 19.3 35.2 0.276 TL 50. 00 PV Pipe: 3 80.0 1.748 PL 10.00 PF 1..4 3 27 .8 8.0 19.3 35.2 10.7 120 FTG ---- PE 0.0 4 27 .8 8.0 17. 9 33.9 0. 140 TL 10.00 PV Pipe: 4 46.1 1.748 PL 10.00 PF 0.5 4 27 . 8 8 . 0 17. 9 33.9 6.2 120 FTG ---- PE 0.4 5 26. 9 8. 0 17 . 8 33.7 0. 051 TL 10.00 PV Pipe: 5 12.3 1.748 PL 10. 00 PF 0.0 5 26. 9 8 . 0 17. 8 33.7 1. 6 120 FTG ---- PE 0.4 6 26.1 8 . 0 18 . 1 34 .1 0.004 TL 10. 00 PV Pipe: 6 -21.7 1.748 PL 10.00 PF 0.1 6 26.1 8. 0 18 .1 34 .1 2. 9 120 FTG ---- PE 0.4 7 25.2 8 .0 18 . 6 34 .5 0.013 TL 10.00 PV Pipe: 7 -56.2 1.748 PL 10.00 PF 0.7 7 25.2 8.0 18. 6 34 .5 7.5 120 FTG ---- PE 0.4 8 24.4 8.0 19.7 35.5 0. 073 TL 10.00 PV Pipe: 8 -91.7 1.748 PL 10.00 PF 1.8 8 24 .4 8 . 0 19.7 35.5 12.3 120 FTG N PE 0.4 9 23. 6 0. 0 21. 9 0.0 0.181 TL 10.00 PV Pipe: 9 -91.7 1 .748 PL 1.75 PF 2 .5 9 23.6 0. 0 21. 9 0.0 12.3 120 FTG T PE 0.8 10 21.8 0. 0 25.1 0.0 0.181 TL 13.75 PV Pipe: 10 115. 1 4 .328 PL 11.25 PF 0.0 11 21.8 0. 0 39.5 0.0 2.5 120 FTG ---- PE 0.0 1 21.8 0. 0 39.5 0.0 0. 003 TL 11.25 PV Pipe: 11 120.3 1.748 PL 1.75 PF 0.5 11 21.8 0.0 39.5 0.0 16. 1 120 FTG N PE -0.8 12 23. 6 0. 0 38 .3 0.0 0.299 TL 1.75 PV Pipe: 12 120.3 1.748 PL 50.00 PF 15.0 12 23. 6 0. 0 38 .3 0.0 16. 1 120 FTG N PE -1 .8 13 27 .8 8 . 0 21.5 37.1 0.299 TL 50.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/14/2006 T:\HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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 83.2 1.748 PL 10.00 PF 1.5 13 27.8 8 . 0 21.5 37.1 11.1 120 FTG ---- PE 0.0 14 27.8 8.0 20.0 35.8 0.151 TL 10.00 PV Pipe: 14 - 47.4 1.748 PL 10.00 PF 0.5 14 27.8 8 . 0 20.0 35.8 6.3 120 FTG ---- PE 0.4 15 26. 9 8 .0 19. 8 35.6 0. 053 TL 10.00 PV Pipe: 15 11.8 1.748 PL 10. 00 PF 0.0 15 26. 9 8 .0 19. 8 35.6 1.6 120 FTG ---- PE 0.4 16 26.1 8 .0 20. 1 35.9 0.004 TL 10. 00 PV Pipe: 16 -24 . 1 1.748 PL 10.00 PF 0.2 16 26. 1 8.0 20.1 35.9 3.2 120 FTG ---- PE 0.4 17 25.2 8 .0 20. 6 36.3 0.015 TL 10.00 PV Pipe: 17 -60.4 1 .748 PL 10.00 PF 0.8 17 25.2 8 .0 20. 6 36.3 8.1 120 FTG ---- PE 0.4 18 24.4 8 .0 21.8 37 .4 0. 084 TL 10. 00 PV Pipe: 18 -97.8 1 .748 PL 10.00 PF 2.0 18 24 .4 8 .0 21 . 8 37.4 13. 1 120 FTG N PE 0.4 19 23.6 0.0 24 .2 0.0 0.204 TL 10.00 PV Pipe: 19 -97.8 1.748 PL 1.75 PF 0.4 19 23. 6 0. 0 24 .2 0.0 13.1 120 FTG N PE 0.8 20 21.8 0.0 25.4 0.0 0.204 TL 1.75 PV Pipe: 20 91.7 2 .723 PL 11.25 PF 0.2 20 21.8 0.0 25. 4 0.0 5. 1 120 FTG ---- PE 0.0 10 21.8 0.0 25. 1 0.0 0.021 TL 11.25 PV Pipe: 21 235.4 4 .328 PL 11.25 PF 0.1 21 21.8 0.0 39.7 0.0 5.1 120 FTG ---- PE 0.0 11 21 . 8 0.0 39.5 0.0 0. 013 TL 11.25 PV Pipe: 22 119.0 1 .748 PL 1.75 PF 0.5 21 21.8 0.0 39.7 0.0 15.9 120 FTG N PE -0.8 22 23. 6 0.0 38.4 0.0 0.293 TL 1.75 PV Pipe: 23 119.0 1.748 PL 50.00 PF 14 .7 22 23. 6 0. 0 38.4 0.0 15. 9 120 FTG N PE -1.8 23 27.8 8 .0 21. 9 37 .5 0.293 TL 50. 00 PV Pipe: 24 81.5 1.748 PL 10. 00 PF 1.5 23 27 . 8 8 .0 21 . 9 37 .5 10. 9 120 FTG ---- PE 0.0 24 27 . 8 8 .0 20.5 36.2 0. 146 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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 45.3 1.748 PL 10.00 PF 0.5 24 27 . 8 8.0 20.5 36.2 6.1 120 FTG ---- PE 0.4 25 26. 9 8.0 20.4 36.1 0.049 TL 10.00 PV Pipe: 26 9.2 1.748 PL 10.00 PF 0.0 25 26. 9 8. 0 20.4 36.1 1.2 120 FTG ---- PE 0.4 26 26.1 8.0 20.7 36.4 0.003 TL 10.00 PV Pipe: 27 -27.2 1 .748 PL 10.00 PF 0.2 26 26. 1 8 .0 20.7 36.4 3.6 120 FTG ---- PE 0.4 27 25.2 8 .0 21 .2 36.9 0.019 TL 10.00 PV Pipe: 28 -64.1 1 .748 PL 10.00 PF 0.9 27 25.2 8 .0 21 .2 36.9 8. 6 120 FTG ---- PE 0.4 28 24 .4 8 .0 22.5 38 .0 0.093 TL 10.00 PV Pipe: 29 -102.1 1.748 PL 10.00 PF 2.2 28 24.4 8 . 0 22.5 38 .0 13. 6 120 FTG N PE 0.4 29 23. 6 0. 0 25.1 0.0 0.221 TL 10.00 PV Pipe: 30 -102.1 1 .748 PL 1 .75 PF 0.4 29 23. 6 0.0 25.1 0.0 13.6 120 FTG N PE 0.8 30 21.8 0.0 26.3 0.0 0.221 TL 1 .75 PV Pipe: 31 189.5 2.723 PL 11.25 PF 0.9 30 21.8 0.0 26.3 0.0 10.4 120 FTG ---- PE 0.0 20 21.8 0.0 25.4 0.0 0.080 TL 11.25 PV Pipe: 32 354.4 4.328 PL 11.25 PF 0.3 31 21. 8 0.0 40.0 0.0 7.7 120 FTG ---- PE 0.0 21 21.8 0.0 39.7 0.0 0.027 TL 11 .25 PV Pipe: 33 61.0 1.748 PL 1.75 PF 0.1 31 21.8 0.0 40.0 0.0 8.2 120 FTG N PE -0.8 32 23. 6 0.0 39.1 0.0 0.085 TL 1.75 PV Pipe: 34 61.0 1.748 PL 110.00 PF 11.4 32 23. 6 0.0 39.1 0.0 8.2 120 FTG 2T PE 0.0 33 23. 6 0.0 27. 6 0.0 0.085 TL 134 .00 PV Pipe: 35 61.0 1.748 PL 1 .75 PF 0.1 33 23. 6 0. 0 27.6 0.0 8.2 120 FTG N PE 0.8 34 21. 8 0. 0 28.3 0.0 0.085 TL 1 .75 PV Pipe: 36 291.6 2.723 PL 11 .25 PF 2.0 34 21.8 0.0 28 .3 0.0 16.1 120 FTG --- PE 0.0 30 21.8 0.0 26.3 0.0 0.178 TL 11 .25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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: 37 415.4 4.328 PL 11.25 PF 0.4 35 21.8 0. 0 40.4 0.0 9.1 120 FTG ---- PE 0.0 31 21.8 0. 0 40.0 0.0 0. 036 TL 11.25 PV Pipe:. 38 58.5 1.748 PL 1.75 PF 0.1 35 21. 8 0. 0 40.4 0.0 7. 8 120 FTG N PE -0.8 36 23. 6 0.0 39.5 0.0 0.079 TL 1 .75 PV Pipe: 39 58.5 1.748 PL 110.00 PF 10.6 36 23. 6 0.0 39.5 0.0 7.8 120 FTG 2T PE 0.0 37 23. 6 0.0 28 . 9 0.0 0.079 TL 134 .00 PV Pipe: 40 58.5 1.748 PL 1 .75 PF 0.1 37 23. 6 0. 0 28 .9 0.0 7.8 120 FTG N PE 0.8 38 21. 8 0.0 29.6 0.0 0.079 TL 1 .75 PV Pipe: 41 230. 6 2.723 PL 11.25 PF 1.3 38 21.8 0.0 29. 6 0.0 12.7 120 FTG ---- PE 0.0 34 21.8 0. 0 28 .3 0.0 0.115 TL 11.25 PV Pipe: 42 473. 9 4 .328 PL 3.25 PF 1 .5 TOR 21.8 0.0 41.9 0.0 10.3 120 FTG T PE 0.0 35 21.8 0.0 40.4 0.0 0.046 TL 32.25 PV Pipe: 44 -646.0 4 .328 PL 19.50 PF 5.3 TOR 21. 8 0.0 41. 9 0.0 14.1 120 FTG TB PE 8 .4 BOR 2.4 0.0 55. 6 0.0 0.081 TL 65.50 PV Pipe: 45 -646.0 4 .328 PL 1. 66 PF 1.4 BOR 2.4 0. 0 55. 6 0.0 14 . 1 120 FTG E PE 0.0 DC2 2.4 0.0 56. 9 0.0 0. 081 TL 16. 66 PV Pipe: 46 FIXED PRESSURE LOSS DEVICE DC1 2.4 0.0 60. 9 0.0 4 .0 psi, 646.0 gpm DC2 2.4 0. 0 56. 9 0.0 Pipe: 4 / -646.0 6.357 PL 2.33 PF 0.0 DC1 2.4 0.0 60.9 0.0 6.5 120 FTG ---- PE 0.8 FLG 0.5 0.0 61.8 0.0 0.012 TL 2.33 PV Pipe: 48 -646.0 6.280 PL 85.00 PF 1.2 FLG 0.5 0. 0 61.8 0.0 6.7 140 FTG 2LG PE 0.2 HYD 0.0 H.S. 63.2 500.0 0.010 TL 118.00 PV Pipe: 49 -1146. 0 8 .390 PL 97.80 PF 1.1 HYD 0.0 H.S. 63.2 500.0 6.7 140 FTG TG PE 0.0 CITY 0.0 SRCE 64 .3 (N/A) 0.007 TL 163.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/14/2006 T:\HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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: 50 -172.1 4 .328 PL 8.00 PF 0.3 47 21. 8 0. 0 41. 6 0.0 3.8 120 FTG T PE 0.0 TOR 21. 8 0.0 41. 9 0.0 0.007 TL 37 .00 PV Pipe: 51 59.8 1.748 PL 1.75 PF 0.1 47 21.8 0.0 41. 6 0.0 8.0 120 FTG N PE -0.8 48 23. 6 0.0 40.7 0.0 0. 082 TL 1.75 PV Pipe: 52 59.8 1.748 PL 110.00 PF 11.0 48 23. 6 0. 0 40.7 0.0 8.0 120 FTG 2T PE 0.0 49 23. 6 0. 0 29.7 0.0 0. 082 TL 134 .00 PV Pipe: 53 59.8 1.748 PL 1.75 PF 0.1 49 23. 6 0.0 29.7 0.0 8.0 120 FTG N PE 0.8 50 21.8 0.0 30.3 0.0 0.082 TL 1.75 PV Pipe: 54 172.1 2.723 PL 11.25 PF 0.8 50 21. 8 0. 0 30.3 0.0 9.5 120 FTG --- PE 0.0 38 21.8 0.0 29. 6 0.0 0.067 TL 11.25 PV Pipe: 55 -112.3 4 .328 PL 11.25 PF 0.0 51 21.8 0. 0 41. 6 0.0 2.4 120 FTG ---- PE 0.0 47 21.8 0. 0 41. 6 0.0 0.003 TL 11.25 PV Pipe: 56 58 .7 1.748 PL 1.75 PF 0.1 51 21. 8 0. 0 41. 6 0.0 7. 9 120 FTG N PE -0.8 52 23. 6 0.0 40.7 0.0 0.079 TL 1.75 PV Pipe: 57 58.7 1.748 PL 110.00 PF 10. 6 52 23. 6 0. 0 40.7 0.0 7 . 9 120 FTG 2T PE 0.0 53 23. 6 0.0 30.0 0.0 0. 079 TL 134 . 00 PV Pipe: 58 58.7 1 .748 PL 1 .75 PF 0.1 53 23. 6 0.0 30.0 0.0 7.9 120 FTG N PE 0.8 54 21.8 0.0 30. 6 0.0 0.079 TL 1.75 PV i Pipe: 59 112.3 2 .723 PL 11 .25 PF 0.3 54 21.8 0.0 30. 6 0.0 6.2 120 FTG ---- PE 0.0 50 21.8 0. 0 30.3 0.0 0.030 TL 11 .25 PV Pipe: 60 -53.6 4 .328 PL 11 .25 PF 0.0 55 21.8 0.0 41. 6 0.0 1.2 120 FTG ---- PE 0.0 51 21. 8 0.0 41. 6 0.0 0.001 TL 11 .25 PV Pipe: 61 53. 6 1.748 PL 1.75 PF 0. 9 55 21.8 0. 0 41. 6 0.0 7 .2 120 FTG T PE -0.8 56 23. 6 0. 0 39. 9 0.0 0. 067 TL 13.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/14/2006 T:\HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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: 62 53. 6 1.748 PL 110. 00 PF 9.0 56 23. 6 0.0 39. 9 0.0 7.2 120 FTG 2T PE 0.0 57 23.6 0.0 30. 9 0.0 0.067 TL 134 . 00 PV Pipe: 63 53.6 1.748 PL 1.75 PF 0.9 57 23. 6 0.0 30. 9 0.0 7.2 120 FTG T PE 0.8 58 21.8 0.0 30.7 0.0 0. 067 TL 13.75 PV Pipe: 64 53. 6 2.723 PL 11.25 PF 0.1 58 21. 8 0.0 30.7 0.0 3.0 120 FTG ---- PE 0.0 54 21.8 0.0 30. 6 0.0 0.008 TL 11.25 PV NOTES: (1) Calculations were performed by the HASS 7.7 computer program under license no. 38081321 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (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 0.096 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.1 ft/sec at pipe 11. (4) a. System remote area HAS been proven or 'peaked' . b. Minimum pressure at any sprinkler: 17 .798 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 18 .260 psi d. Remote area is located adjacent to right cross main (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 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 6.357 18 .00 38 . 00 11.00 40.00 13. 00 4.00 35. 00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee �6.280 22.00 47 .00 14 .00 51. 00 16. 00 5.00 47 .00 8.390 31.00 59.00 22.00 76. 00 20. 00 7.00 59. 00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee Lt-Ell Chk-VA Bfy-Va Gate-v Al-Va 1.748 6.00 12.00 3.00 14 . 00 4 . 00 1.00 13.00 16. 00 0.00 2.723 10.00 19.00 6.50 23. 00 11. 00 2.00 13. 00 16.00 0.00 4 .328 15.00 29. 00 9.00 32. 00 17 . 00 3. 00 25.00 41.00 0.00 E SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/14/2006 T:\HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 WATER SUPPLY ANALYSIS Static: 80. 00 psi Resid: 39.00 psi Flow: 5400.0 gpm 100.0 LEGEND 1 Available pressure 80.0 1 77 . 67 psi @ 1146.0 gpm G 2 Required pressure A 64 .32 psi @ 1146.0 gpm U 2 60.0 G A. Source Supply Curve E B. System Demand Curve P 40.0 R E S S 20.0 U R E 0.0B p s-14 .7 i 12C180(24003000 3600 4200 4800 5400 6000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 2 <2> 3 <3> 4 <4> 5 <5> 6 <6> 7 <7> 8 <8> 9 1 115.1 80.0 46.1 12.3 21.7 56.2 91.7 10 <10> <20> 115.1 91.7 1 <12> 13 <13>4 <14>5 <15>6 <16>7 <17>8 <18> 11 120.3 83.2 47.4 11.8 24 .1 60.4 97 .8 20 <21> <31> 235.4 189.5 2A <23> 23 <24>4 <25>5 <26>6 <27>7 <28>8 <29> 21 119. 0 81.5 45.3 9.2 27.2 64.1 102.1 30 <32> <36> 354. 4 291.6 All <34> 3 31 61.0 34 <37> <41> 415.4 230.6 36 <39> 3 TOR<42> 58.5 38 473. 9 iCITY <54> <50> 172.1 1172.1 48 <52> 4 ,47 \ 59.8 50 I <55> <59> 112.3 112.3 52 <57> 5 �51 58.7 54 <60> <64> 53. 6 53. 6 56 <62> 5 55 53. 6 58 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 6/14/2006 T: \HASS\CHRISTIAN\JOHNSON HANGAR 2.SDF JOB TITLE: JOHNSON HANGAR 2 WATER SUPPLY CURVE 84+ I I \ 77+ 0\ I \\ I \ I \ 70+ \\ I \ I \ x \ 63+ \\ I \ I \ I \\ P 56+ \ R I \ E I \ S \\ S 49+ \ U I \ R I \\ E \ 42+ \ ( I \ P * <-39.0 psi @ 5400 gpm S Flow Test Point I 35+ I I I 28+ I I I 21+ I I =_____ _ _________ 14+ LEGEND " I " X = Required Water Supply " 64 .32 psi @ 1146.0 gpm " 7+ " 0 = Available Water Supply " 77.67 psi @ 1146. 0 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600- 6400 7200 8000 FLOW (GPM) a ins >� C wwa e 331 n ONIN3d0- � O Z yy 1N30N3dO•Q.Q��� 103NASe®�e � Ups HN W V m F- d i b: n � Z 1HOItld� Q❑❑�17® ONIN3d O a Q `— W Q O Z J O i z z ` W HAN ONY dN C 4 F p W ; CD z o: w O m w g € € sa3iNxluas z �3 - 3 — o g °� LLQ 1 WZpZpY 2 4 N 3 3 d qg; z= — a N 41 O N fA W V a. y N U �i g8g `3 oh '^ Q z O m l_li O pN, co a$V vN ZxVvrJ`N7W�~VmQW .- WO 00 c�3ap, J 4 gg �1+ § }T. 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