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HomeMy WebLinkAbout08-8164 CITY OF ZEPHYRHILLS 5335-8TH STREET 8164 (813)780-0020 BUILDING PERMIT , F .r'• .�-.� '�.."sae ., ��i:., . ...:.:�'.::,�^' `. - a,..... Permit Number: 8164 Address: 37411 EILAND BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0010-05300-0000 Improv. Cost: 699.00 Date Issued: 8/12/2008 Name: GOLDEN HEALTH SERVICES INC Total Fees: 77.50 Address: 2424 CURLEW RD Amount Paid: 77.50 PALM HARBOUR, FL 34683 Date Paid: 8/12/2008 Phone: (727)781-5885 Work Desc: INSTALL 10 X 10 STORAGE SHED at r ,Pv ss zAPPIC CORE CONSTRUCTION BUILDING FEE 52.50 FIRE PLAN REVIEW FEES 25.00 J � U FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site f) plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording our notice of mm ment." O O IG PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS 5335-8TH STREET 8164 (813)780-0020 BUILDING PERMIT Permit Number: 8164 Address: 37411 EILAND BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0010-05300-0000 Improv. Cost: 699.00 Date Issued: Name: GOLDEN HEALTH SERVICES INC Total Fees: 77.50 Address: 2424 CURLEW RD Amount Paid: PALM HARBOUR, FL 34683 Date Paid: Phone: (727)781-5885 Work Desc: INSTALL 10 X 10 STORAGE SHED BUILDING FEE 52.50 FIRE PLAN REVIEW FEES 25.00 C . n aP .s t FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL u42 3813)780-0041 Fax (813)780-0044 Fire Chief Keith Williams FIRE SERVICE USER FEES Occupancy No.: n �lcoC9r�1.S�1 Contractor: ��� c ^ Plan No.: Billing Address: Business Name: u3€ t S l gl� Business Address: ciLt%1 E►V'`�Business Phone No.: Billing Phone No.: ��-?'7 'y Billing Fax No.: Business Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE N/C Annual N/C Sprinkler $50 1st Alarm N/C Site Plan 2nd N/C MultiAlarm Family/Commerci .06 Sf 1st Re-inspection N/C Standpipes $50 N/C (Minimum Charg 25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm Hoods $50 4th Alarm $100 Plan Revisions DBL 3rd Re-inspection $250 5th Alarm $150 4th Re-Inspection $500 Fire Alarm $50 LP Gas $50 6th Alarm $200 SPRINKLER SYSTEMS (Business closed until 8 NON COMPLIANCE $150 0-25 Heads $50 violations corrected) Natural Gas $50 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 Per Riser $50 Hydrostatic Test $65 per system Fire Works $500 FIRE PUMP Acceptance Test $45 per system Camp Fire $25 fl Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS 8 Recall Acceptance $50 Flammable Application $50 Annual Wet $50 OTHER Waste Tire Storage $50 Annual Dry $50 Fire Wall/Smoke Wall $15 perwall Generator<KW $100 CO2 $50 LP Gas $25 per tank Generator>30 KW 150 Other $50 Natural Gas $25 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 Hood/Ducts $50 Tent 10x10,or greater $15 per tent Torch Pot/Applied $50 OTHER Fire Pump $45 Haz.Materials $100 Annual 8 LP Installation per tank $50 U Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 B Exhaust Hood/Duct $30 flNatural Gas Installation $50 Re-inspection DBL (Per System) (other than annual) Spray Booth $50 Inspection scheduled DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Aa $50 FALSE ALARM PLANS TOTAL! INSPECTION TOTAL= PERMIT TOTAL____ TOTAL I GRAND TOTAL Comments: Date: InspARctor: v &Vn City of Zephyrhills BUILDING PLAN REVIEW COM1VIEN7'S eowner: Contractor/Hom Date Received: Site: 6 tCC� Permit Type: ved w/the below co��ts' 4): Denied w/the below comments: ❑ Approved wino comments: APPr° - /J (( Se (tS This comment sheet shall:be'kept with the.permit andlor plans Date Contractor:a meo er Kalvin 9==---P� y (Req1nrehefl comments are present) "--rKurtrt r T JUKvtT requneo mr au ricvv wnsuucavn. Directions: Fig out application completely. Owner&Contractor sign back of application,notarized if over$2500,a Notice of Commencement Is required. (AlC upgrades over$5000) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences(PlotISurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Pediatric Partners Location: 6712 Dairy Rd Zephyrhills FL Drawing Date: 7-24-08 Remote Area Number: 1 Contractor: AAA Fire Protect. Serv. Telephone: 813-886-8869 www.aaafptampabay.com 8502 Sunstate St. Tampa FL 33634 Designer: Kevin Joyner Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Office Occupancy:Light Hazard Reviewing Authorities :Zephyrhills FM SYSTEM DESIGN Code:NFPA 13 Hazard:Light System Type:WET Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.100 ► Make: TYCO Area per Sprinkler 120.0 sq ftl Model: TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 100 gpm I Temperature Rating: 155 CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 418.4 psi Required: 49.9 @ DRAWING REFERENCE "W" WATER SUPPLY Water Flow Test I Pump Data Date of Test 7-11-08 1 Rated Capacity 0 gpm I Static Pressure 64 .0 psi I Rated Pressure 0.0 psi I Residual Pres 56.0 psi I Elevation 0 At a Flow of 1230 gpm I Make: I Elevation -3 ' 0" 1 Model: I Location: 6712 Dairy RD Zephyrhills FL Source of Information: AAA FIRE PROTECT. SERV. SYSTEM VOLUME 137 Gallons Notes : GRID PEAKED CURRENT LOCATION REQUIRED 49.944 psi 418 . 36 gpm SHIFT LEFT (DOWN) REQUIRED 48 .855 psi 417 . 64 gpm TAMES M. CURTIS #37912 � 99.7 _ F 352 1 jJ 29775 BA'/HEAD RD. BADE CITY, FL 33523 Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 318 49.9 psi Fixed Flow Outside Hose Allow. 100 gpm Water Source 62 .7 psi static, 54.7 psi residual @ 1230 gpm 418 gpm 61.6 psi SAFETY PRESSURE 11.7 psi NOTE: Water Source has been adjusted to include a change of elevation of -3' 0" flow test to point of connection Available Pressure of 61.6 psi Exceeds Required Pressure of 49. 9 psi This is a safety margin of 11.7 psi or 19 % of Supply Maximum Water Velocity is 21 .0 fps Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1. 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 13.83 5.60 10. 1 17.8 14 .8 0. 15 2 13.83 5. 60 10.0 17.7 14 .8 0.15 3 13.83 5. 60 10.0 17.7 14 .8 0.15 4 13. 83 5. 60 10. 1 17.8 14 .8 0.15 5 13. 83 5. 60 10. 4 18. 1 14 . 8 0 .15 6 13.83 5. 60 11.2 18 .7 14 . 8 0. 16 7 20.00 5.60 8 .5 16.4 14.8 0.14 8 20. 00 5. 60 8. 6 16. 4 14 . 8 0. 14 9 20.00 5. 60 8. 8 16. 6 14.8 0.14 10 20.00 5. 60 9.3 17.1 14 .8 0. 14 11 24 .00 5.60 7 .0 14. 8 14 . 8 0. 12 12 24.00 5.60 7. 1 14 . 9 14.8 0.12 13 24 .00 5. 60 7.3 15.2 14 .8 0. 13 14 24 .00 5. 60 7. 9 15.7 14.8 0 . 13 15 20.00 5. 60 8 . 6 16. 4 14 .8 0. 14 16 20.00 5.60 8.6 16. 4 14 .8 0.14 17 20.00 5.60 8.7 16.5 14 .8 0.14 18 20.00 5. 60 9. 0 16. 8 14.8 0. 14 19 20.00 5. 60 9.7 17. 4 14 . 8 0. 15 20 13.83 17.0 21 13.83 15.5 22 13. 83 10.2 23 13. 83 10. 7 24 20.00 14. 1 25 20.00 13.0 26 20. 00 8. 5 27 20.00 8 . 6 28 24.00 11.8 29 24.00 11.7 30 24 .00 7.0 31 24 .00 7. 0 32 20.00 14.2 33 20.00 14 . 1 34 20. 00 8. 7 35 13. 83 22. 7 36 13.83 21. 6 37 13.83 14.2 38 13 .83 14.0 Al 11 . 67 19. 6 A2 11. 67 19. 7 A3 11. 67 20.2 A4 11 . 67 20. 9 A5 11 . 67 25. 1 A6 2 .00 46.7 B1 11. 67 24. 9 Cl 11 .67 12.1 C2 11 . 67 12.2 C3 11 . 67 12. 4 C4 11 . 67 12.5 C5 11 .67 12.8 W -3.00 49. 9 Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI ) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Max velocity of 21.01 occurs in the pipe from A6 TO A5 Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 16.30 1 . 682 7 . 61 10.0 10. 0 K = 5. 16 3 C=120 0.00 0. 0 0.0 16.30 0 .009 7 .61 0.1 10.0 Vel = 2.38 17 . 75 1. 682 10. 00 10. 1 10. 1 K = 5. 60 4 C=120 0.00 0.0 0. 0 34 . 06 0 .035 10 .00 0.3 10 .1 Vel = 4 .97 18 .06 1 .682 10 .00 10.4 10.4 K = 5. 60 5 C=120 0.00 0.0 0.0 52. 12 0.077 10.00 0. 8 10.4 Vel = 7. 60 18 . 71 1 . 682 31 . 72 11 .2 11 .2 K = 5. 60 6 C=120 0.00 0.0 0.0 70.83 0.135 31.72 4.3 11.2 Vel = 10. 33 1 . 610 1T 1. 00 15.5 15.5 21 C=120 8 . 00 0. 0 0. 0 70. 83 0 .168 9. 00 1.5 15. 5 Vel = 11 .27 1 . 610 1T 2. 17 17 .0 17 .0 20 C=120 8.00 0. 9 0.0 70.83 0. 168 10. 17 1.7 17. 0 Vel = 11 .27 2 . 635 8 . 42 19. 6 19. 6 Al C=120 0. 00 0.0 0. 0 70. 83 0. 015 8 .42 0.1 19. 6 Vel = 4 .21 60.34 2 . 635 8 .92 19.7 19.7 A2 C=120 0. 00 0.0 0. 0 See PATH 3 131. 17 0. 048 8. 92 0.4 19.7 Vel = 7 . 79 60. 16 2. 635 7.58 20.2 20.2 A3 C=120 0. 00 0. 0 0.0 See PATH 7 191 .33 0. 096 7. 58 0.7 20.2 Vel = 11 .37 67.20 2. 635 1T 8 . 42 20.9 20.9 A4 C=120 16. 47 0.0 0.0 See PATH 6 258 .53 0. 167 24 . 89 4.2 20. 9 Vel = 15.36 59.83 2 .500 1E 31. 67 25.1 25. 1 A5 C=120 2V 23.38 4 .2 0.0 See PATH 2 318 .36 0 .317 55.04 17 .4 25.1 Vel = 21.01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ****** ,NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 4 .238 1E 30. 00 46.7 46.7 A6 C=140 1V 29.08 2 .2 0.0 318 .36 0.018 59.08 1 .1 46.7 Vel = 7 .31 W 318 .36 49. 9 K = 45.05 PATH 2 FROM HYDRAULIC REFERENCE 3 TO A5 1.39 1.682 3.56 10 .0 10.0 K = 0.44 3 C=120 0.00 0.0 0. 0 1.39 0. 000 3. 56 0. 0 10.0 Vel = 0.20 17. 69 1. 682 8 .83 10.0 10. 0 K = 5. 60 2 C=120 0. 00 0.0 0. 0 19. 08 0. 012 8 . 83 0. 1 10. 0 Vel = 2.78 17.79 1. 682 2 . 95 10. 1 10. 1 K = 5. 60 1 C=120 0.00 0.0 0.0 36.87 0.040 2 .95 0. 1 10. 1 Vel = 5.38 1. 610 1T 1 .00 10.2 10.2 22 C=120 8 .00 0.0 0.0 36.87 0.050 9.00 0.5 10.2 Vel = 5.87 1. 610 1T 2. 17 10.7 10.7 23 C=120 8 .00 0. 9 0. 0 36.87 0 .050 10.17 0 .5 10.7 Vel = 5.87 2 . 157 8.42 12 .1 12 .1 Cl C=120 0. 00 0.0 0. 0 36. 87 0.012 8 . 42 0.1 12. 1 Vel = 3.27 6. 14 2 . 157 8 . 92 12 .2 12 .2 C2 C=120 0. 00 0.0 0.0 See PATH 4 43.01 0. 016 8. 92 0. 1 12.2 Vel = 3. 81 0.45 2 . 157 7 . 58 12 . 4 12 . 4 C3 C=120 0. 00 0.0 0. 0 See PATH 8 43. 47 0. 016 7 . 58 0. 1 12 .4 Vel = 3.85 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 3 TO AS CONTINUED 16.36 2 . 157 9.42 12.5 12.5 C4 C=120 0 .00 0.0 0.0 See PATH 5 59. 83 0.030 9. 42 0.3 12.5 Vel = 5.30 1 . 610 2T 2 .17 12 .8 12.8 C5 C=120 16.00 -0. 9 0.0 59. 83 0.123 18 . 17 2 .2 12.8 Vel = 9.52 1 . 610 1 .00 14 .0 14.0 38 C=120 0.00 0.0 0.0 59. 83 0. 123 1 . 00 0. 1 14 .0 Vel = 9.52 1. 682 74. 66 14 .2 14.2 37 C=120 0. 00 0.0 0.0 59. 83 0. 099 74 . 66 7 .4 14 .2 Vel = 8 .72 1. 610 1T 1 .00 21. 6 21. 6 36 C=120 8 .00 0. 0 0.0 59.83 0. 123 9.00 1 .1 21 . 6 Vel = 9.52 1 . 610 1T 2.17 22.7 22.7 35 C=120 8 .00 0 . 9 0. 0 59.83 0.123 10.17 1 .2 22 .7 Vel = 9.52 2. 635 1T 1. 00 24. 9 24 . 9 B1 C=120 16. 47 0. 0 0. 0 59.83 0.011 17.47 0.2 24. 9 Vel = 3.55 A5 59. 83 25. 1 K = 11 . 95 PATH 3 FROM HYDRAULIC REFERENCE 7 TO A2 10.22 1. 682 10. 00 8 .5 8 .5 K = 3.50 7 C=120 0. 00 0. 0 0. 0 10.22 0. 004 10.00 0.0 8 .5 Vel = 1 .49 16.40 1. 682 10. 00 8. 6 8 . 6 K = 5. 60 8 C=120 0.00 0. 0 0. 0 26. 62 0. 022 10. 00 0.2 8 . 6 Vel = 3.88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 7 TO A2 CONTINUED 16. 61 1 . 682 10 .00 8 .8 8 .8 K = 5.60 9 C=120 0 . 00 0.0 0.0 43.22 0. 054 10.00 0. 5 8 .8 Vel = 6.30 17 .11 1. 682 36.11 9.3 9.3 K = 5.60 10 C=120 0 .00 0. 0 0 .0 60.34 0. 101 36.11 3. 6 9.3 Vel = 8 . 80 1 . 610 1T 1 .00 13.0 13.0 25 C=120 8 .00 0.0 0 .0 60.34 0. 125 9. 00 1 . 1 13.0 Vel = 9. 60 1 . 610 iT 8 .33 14. 1 14 . 1 24 C=120 8 .00 3. 6 0. 0 60.34 0. 125 16.33 2 . 0 14 .1 Vel = 9. 60 A2 60.34 19.7 K = 13.58 PATH 4 FROM HYDRAULIC REFERENCE 7 TO C2 6.14 1 . 682 8 .55 8 .5 8 .5 K = 2 .10 7 C=120 0.00 0. 0 0.0 6.14 0.001 8.55 0.0 8 .5 Vel = 0. 90 1 . 610 1T 1.00 8 .5 8 .5 26 C=120 8 . 00 0.0 0.0 6.14 0. 002 9. 00 0. 0 8.5 Vel = 0. 98 1 . 610 1T 8 .33 8 . 6 8 . 6 27 C=120 8 . 00 3. 6 0. 0 6. 14 0 .002 16. 33 0.0 8. 6 Vel = 0 . 98 C2 6. 14 12 .2 K = 1 .76 PATH 5 FROM HYDRAULIC REFERENCE 15 TO C4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 15 TO C4 CONTINUED 16.41 1 . 610 1T 0 .42 8 . 6 8 . 6 K = 5. 60 15 C=120 8 .00 0.0 0.0 16.36 0.011 8 .42 0. 1 8 . 6 Vel = 2 . 60 1 . 610 1T 8 .33 8 .7 8 .7 34 C=120 8 .00 3. 6 0.0 16.36 0. 011 16.33 0.2 8.7 Vel = 2 . 60 C4 16.36 12.5 K = 4 . 63 PATH 6 FROM HYDRAULIC REFERENCE 16 TO A4 16. 41 1 . 682 10.00 8. 6 8 . 6 K = 5. 60 16 C=120 0.00 0.0 0.0 16.45 0.009 10 .00 0. 1 8 . 6 Vel = 2 .40 16. 49 1 . 682 10 .00 8 . 7 8 .7 K = 5. 60 17 C=120 0.00 0.0 0.0 32. 95 0. 033 10.00 0. 3 8 .7 Vel = 4.80 16.80 1 . 682 10.00 9.0 9.0 K = 5.60 18 C=120 0.00 0. 0 0. 0 49.75 0. 070 10.00 0.7 9. 0 Vel = 7 .25 17 . 45 1. 682 35.45 9. 7 9.7 K = 5. 60 19 C=120 0.00 0. 0 0. 0 67.20 0. 123 35.45 4.4 9.7 Vel = 9.80 1. 610 0.79 14 . 1 14. 1 33 C=120 0.00 0. 0 0 . 0 67.20 0. 152 0.79 0. 1 14 . 1 Vel = 10. 69 1 . 610 1E 8 .33 14 .2 14 .2 32 C=120 IT 12 . 00 3. 6 0. 0 67.20 0. 152 20.33 3. 1 14 .2 Vel = 10. 69 A4 67 .20 20. 9 K = 14 .70 PATH 7 FROM HYDRAULIC REFERENCE 11 TO A3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 • Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 11 TO A3 CONTINUED 14 .36 1 . 682 10 .00 7 . 0 7 . 0 K = 5. 43 11 C=120 0.00 0. 0 0.0 14 .36 0.007 10.00 0. 1 7 . 0 Vel = 2 . 09 14 . 89 1 .682 10.00 7 .1 7 .1 K = 5. 60 12 C=120 0.00 0 .0 0. 0 29.25 0. 026 10.00 0.3 7 . 1 Vel = 4 .27 15. 17 1.682 10.00 7.3 7 . 3 K = 5. 60 13 C=120 0.00 0.0 0 .0 44 .42 0. 057 10.00 0. 6 7 . 3 Vel = 6.48 15.75 1 . 682 37 . 66 7. 9 7. 9 K = 5. 60 14 C=120 0. 00 0.0 0.0 60. 16 0.100 37.66 3.8 7 . 9 Vel = 8 .77 1. 610 1 .00 11.7 11 .7 29 C=120 0.00 0.0 0. 0 60. 16 0. 124 1 .00 0.1 11 .7 Vel = 9. 57 1.610 1E 12.33 11.8 11.8 28 C=120 1T 12.00 5.3 0. 0 60.16 0.124 24 .33 3.0 11 . 8 Vel = 9.57 A3 60.16 20.2 K = 13. 40 PATH 8 FROM HYDRAULIC REFERENCE 11 TO C3 0. 45 1 . 682 7 .00 7 .0 7 .0 K = 0. 17 11 C=120 0 . 00 0.0 0. 0 0.45 0. 000 7. 00 0.0 7. 0 Vel = 0.07 1. 610 1 .00 7. 0 7 .0 30 C=120 0. 00 0.0 0. 0 0. 45 0. 000 1 .00 0. 0 7. 0 Vel = 0. 07 1 . 610 1E 12. 33 7 . 0 7 . 0 31 C=120 1T 12 .00 5.3 0.0 0.45 0.000 24 .33 0.0 7. 0 Vel = 0. 07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Pediatric Partners Drawing Date: 7-24-08 7/24/08 8:23 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn C3 0.45 12.4 K = 0.13 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) — _ V G 0 0 O O O 0 � No -VC- _ �25Ecr =NE 2 ® o k !1 § K o m E■ \ o " ' Q.O O 22 � 7 © � � $ EOD w � § � m � � 2 w$ $ = o00 & q22 / ] -- q I@@$-p� � �77a2 C) CL a9 � E m77 ] cm /% ° ° � � .. § m . g -4 .i« Im -O�cOe"a o 'am to o 33 � q 3 053 O i &@ CD $. D R oo0 o cen 33 0 01 SPRINKLER PRODUCT SUBMITTAL PEDIATRIC PARTNERS 6712 DAIRY RD ZEPHYRHILLS FL // \\\ AAA FIRE PREITECTIUN ' SERVICES INC. ti cc /Fire & Building Product Technical Services:Tel: (800)381-9312 1 Fax: (800)791-5500 Series TV-FRB — 2.8, 4.2, 5.6 and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General tamed when exposed to corrosive at- mospheres. Although corrosion resis- Description tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies,the testing is _The Series TY-FRB,2.8,4.2,5.6,and not representative of all possible cor- 8.0 K-factor, Upright and Pendent rosive atmospheres. Consequently, it Sprinklers described in this data sheet is recommended that the end user be are quick response - standard cover- consulted with respect to the suitability age,decorative 3 mmglass bulb g type of these coatings for any given corro- spray sprinklersdesigned for use in Psive environment.The effects of ambi- light ..,. or ordinary hazard, commercial ent temperature, concentration of occupancies such as banks, hotels, chemicals, and gas/chemical velocity, shopping malls, etc. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY-FRB Pendent Sprinkler,where ap- chemical to which the sprinklers will be —' plicable, is intended for use in areas exposed. with a finished ceiling. It uses either a An intermediate level versions of the two-piece Style 10 (112 inch NPT) or Series TY-FRB Pendent Sprinklers Style 40(3/4 inch NPT)Recessed Es- are detailed in Technical Data Sheet cutcheon with 1/2 inch (12,7 mm) of TFP356,and Sprinkler Guards are de- recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 (19,1 mm)of total adjustment from the flush pendent position, or a two-piece WARNINGS Style 20(1/2 inch NPT)or Style 30(3/4 The Series TY-FRB Sprinklers de- inch NPT) Recessed Escutcheon with scribed herein must be installed and .—',j. 1/4 inch (6,4 mm)of recessed adjust- maintained in compliance with this ment or up to 1/2 inch (12,7 mm) of document, as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro- dent position. The adjustment pro- tection Association, in addition to the vided by the Recessed Escutcheon re- standards of any other authorities hay- Model/.7/� +�prin/rlel duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de- Identification cut. vices. Corrosion resistant coatings, where The owner is responsible for maintain- Numbers applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. TY1131 - Upright 2.8K, 1/2"NPT that which would otherwise be ob- The installing contractor or sprinkler TY1231 - Pendent 2.8K, 1/2"NPT manufacturer should be contacted TY2131 - Upright 4.2K, 112"NPT with any questions. TY2231 - Pendent 4.2K, 1/2"NPT IMPORTANT —. TY3131 - Upright 5.6K, 1/2"NPT Always refer to Technical Data — TY3231 - Pendent 5.6K, 1/2"NPT Sheet TFP700 for the "INSTALLER TY4131 - Upright 8.0K,3/4"NPT WARNING" that provides cautions TY4231 - Pendent 8.0K,314"NPT with respect to handling and instal- TY4831- Upright 8.0K, 112"NPT lation of sprinkler systems and corn- TY4931- Pendent 8.0K, 112"NPT ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 MARCH, 2007 TFP171 TFP171 Page 3 of 10 ESCUTCHEON 7116"(11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SSU* SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR 7/16" 5 2-3116" (11,1 mm) (55,6 mm) t w L NOMINAL 4 MAKE-IN 1-112" 2-3/16" 2 (38,1 mm) WRENCH IJ (55,6 mm) FLATS 3 SSP DEFLECTOF * 2-7/8"(73,0 mm)DIA. 1/2 NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5.Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2"(12,7 mm) STYLE 30 or40 PLATE SEATING NOMINAL RECESSED * SURFACE MAKE-IN ESCUTCHEON SSU NPT DEFLECTOR 6* 2-5116" f (12,7 mm) (58,7 mm) NOMINAL 4 MAKE-IN 1-9116" 2-1/4"(39,7 mm) WRENCH (57,2 mm) FLATS 32 SSP DEFLECTOR* 2-718"(73,0 mm)DIA. 3/4"NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Page, 4 of 1O TFP171 7/16 (11,1 mm) 1/2" NOMINAL SSU* MAKE-IN DEFLECTOR NPT * 6 5 2-114" 2-3/16 (57,2 mm) (55,6 mm) 4 1-9/16" WRENCH 2 (39,7 mm) FLATS 3 SSP* DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical Operation Data The glass Bulb contains a fluid which expands when exposed to heat.When Approvals the rated temperature is reached, the UL and C-UL Listed, fluid expands sufficiently to shatter the FM, LPCB, and NYC Approved. glass Bulb, allowing the sprinkler to (Refer to Table A and B for complete activate and water to flow. approval information including corro- sion resistant status.) Design Maximum Working Pressure Refer to Table C. Criteria Discharge Coefficient K=2.8 GPM/psi1/2(40,3 LPM/barl/2) The Series TY-FRB Pendent and Up- K=4.2 GPM/psil/2(60,5 LPM/barl/2) right Sprinklers are intended for fire K=5.6 GPM/psis/2(80,6 LPMibar1r2) protection systems designed in ac- K=8.0 GPM/psi112(115,2 LPM/barl/2) cordance with the standard installation rules recognized by the applicable Temperature Ratings Listing or Approval agency (e.g., UL Refer to Table A and B Listing is based on the requirements of Finishes NFPA 13, and FM Approval is based Sprinkler: Refer to Table A and B. on the requirements of FM's Loss Pre- RecessedEscutcheon:White Coated, vention Data Sheets ). Only the Style e ad,or Brass Plated. 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. Physical Characteristics cc Frame . . . . . . . . . . . . . Bronze E Button . . . . . . . Brass/Copper Sealing Assembly . . . . . . . . . . Beryllium Nickel w/Teflont Bulb . . . . . . . . . . Glass Compression Screw . . . Bronze N Deflector . . . . .Copper/Bronze Bushing (K=2.8) . . . . . . . Bronze 0 O O Page,6 of 1 O TFP171 SPRINKLER FINISH(See Note 8) K TYPE TEMP. BULB NATURAL I CHROME I WHITE"' LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT 155°F/68°C Red (TY3231) 1,2,3,4,5,6,7 1,2,3,5 and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 5.6 (TY3131) 286°F/141°C Blue 1/2" NPT 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,4,5 N/A (TY3231)* 175°F/79°C Yellow Figure 10 200FI93°C Green 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4.5 I 1,2.4,5 N/A (TY3231)" 175F/79C Yellow Figure 11 200°Ff93°C Green 135F/57°C Orange PENDENT 155°F/68°C Red (TY4231) 1.2,5 and 175°F/79'C Yellow 1,2,3,4,5,6,7 UPRIGHT 200°Ff93°C Green 8.0 (TY4131) 286°F/141°C Blue 3/4" NPT 135°F/57°C Green RECESSED 155°F/68°C Orange PENDENT 1,2,4,5 N/A (TY4231)* 175°F/79°C Red Figure 12 200°F/93°C Yellow 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY4231)" 175F/79°C Yellow Figure 13 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red 8.0 (TY4931) 1.2,5 175°F/79°C Yellow 1,2,4,5,6 and NPT UPRIGHT 200°F/93°C Green (TY4831) 286°F/141°C Blue NOTES: 1.Listed by Underwriters Laboratories, Inc.(UL)as Quick Response Sprinklers. 2.Listed by Underwriters Laboratories,Inc.for use in Canada(C-UL)as Quick Response Sprinklers. 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4.Approved by the Loss Prevention Certification Board(LPCB Ref.No.007k104)as Quick Response Sprinklers; however,the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5.Approved by the City of New York under MEA 354-01-E. 6.VdS Approved(For details contact Tyco Fire&Building Products,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-53-428-3377). 7.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response Sprinklers. 8.Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. Frame and Deflector only. Listings and approvals apply to color(Special Order). N/A:Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 1O SPRINKLER FINISH K TYPE NATURAL CHROME I WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT(TY3231) and 2.8 UPRIGHT(TY3131) 175 PSI(12,1 BAR) N/A 1/2" RECESSED PENDENT NPT (TY323) PENDENT(TY4231) and 4.2 UPRIGHT(TY4131) 175 PSI(12,1 BAR) N/A 3/4" RECESSED PENDENT NPT (TY4231) PENDENT(TY3231) and 250 PSI(17,2 BAR) 175 PSI(12,1 BAR) 5.6 UPRIGHT(TY3131) OR 1/2" RECESSED PENDENT 175 PSI(12,1 BAR) NPT (TY3231) (SEE NOTE 1) N/A PENDENT(TY4231) and 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) 8.0 UPRIGHT(TY4131) 314" RECESSED PENDENT NPT (TY4231) N/A 8.0 PENDENT(TY4931) 1/2" and 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) NPT UPRIGHT(TY4831) NOTES: 1.The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories Inc.(UL);the Lading by Underwriters Laboratories, Inc.for use in Canada(C-UL);and, the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE tamed with a torque of 10 to 20 ft.lbs. the sprinkler into the sprinkler fitting. installation (13,4 to 26,8 Nm). A maximum of 30 Step 3. Tighten the sprinkler into the ft.lbs.(40,7Nm)of torque is to be used sprinkler fitting using only the W-Type Series TY-FRB Sprinklers must to install sprinklers with 3/4 NPT con- 6p Sprinkler renc (Ref. Figure ). lowing be istallleduintaccordance with the fol- nections. Higher levels of torque may Wit reference to Fiures 1, 2, 3,14). , distort the sprinkler inlet and cause and 5,the W-Type 6 Sprinkler Wrench NOTES leakage or impairment of the sprinkler. is to be applied to the sprinkler wrench Do not install any bulb type sprinkler if Do not attempt to make-up for insuff1- flats. the bulb is cracked or there is a loss of cient adjustment in the escutcheon The Series TY-FRB Recessed Pen- liquid from the bulb. With the sprinkler plate by under-or over-tightening the dent Sprinklers must be installed in held horizontally, a small air bubble sprinkler. Readjust the position of the accordance with the following instruc- should be present. The diameter of the sprinkler fitting to suit. tions. air bubble is approximately 1/16 inch The Series TY-FRB Pendent and Up- Step A. After installing the Style 10. (1,6 mm) for the 135"F/57"C to 3/32 right Sprinklers must be installed in 20, 30,or40 Mounting Plate,as appli- inch (2,4 mm) for the 286°F/141"C accordance with the following instruc- cable, over the sprinkler threads and temperature ratings. tions. with pipe thread sealant applied to the A leak tight 1/2 inch NPT sprinkler joint Step 1. Pendent sprinklers are to be pipe threads, hand tighten the sprin- should be obtained with a torque of 7 installed in the pendent position, and kler into the sprinkler fitting. to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- upright sprinklers are to be installed in Step B. Tighten the sprinkler into the mum of 21 ft. lbs. (28,5 Nm)of torque the upright position. sprinkler fitting using only the W-Type may be used to install sprinklers with Step With pipe thread sealant a 7 gReces>ed Sprinkler Wrench g (Ref. 1/2 NPT connections. A leak tight 3/4 e 2.the pipe thread hand tighten Figure 15).With reference to Figure 1, inch NPT sprinkler joint should be ob- 2, 3, and 4, the W-Type 7 Recessed TFP171 Page 9 of 10 2-7/8"DIA. 2-7/8"DIA. 5/8±1!4" (73,0 mm) 314"(19,1 mm) 1/2±1/8" (73,0 mm) 1/2"(12,7 mm) (15,9±6,4 mm) 2-1/4"DIA 114"(6.4 mm) E(12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OFqR (572 mm) MOUNTING SPRINKLER PLATE SPRINKLEPLATE FITTING FITTING 1/8" 1/8" (32m m) MOUNTING SURFACE SURFACE SERIES 1-1/4"(31,8 mm) SERIES 1-1/4"(31,8 mm)) CLOSURE CLOSURE TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 10 FIGURE 11 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 5.6 K-FACTOR, 1/2 INCH NPT -2-7/8"DIA. 2-7/8"DIA. 5/8±1/4' (73,0 mm) 314"(19,1 mm) 1/2±1/8" (73,0 mm) 1/2"(12,7 mm) (15,9±6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7±3,2 mm) 2-114"DIA. 1/4"(6,4 mm) (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING FACE OF SPRINKLER PLATE SPRINKLER ' PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE % CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5116"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 12 FIGURE 13 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 8.0 K-FACTOR, 3/4 INCH NPT pleted,to verify the integrity of the cor- RECESS WRENCH rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice;however,instead of in- specting from the floor level,a random / (END"A"USED FOR sampling of close-up visual inspec- 1/2"NPT MODELS) tions should be made, so as to better lU� determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may WRENCH RECESS PUSH WRENCH be affected by the corrosive conditions (END"B"USED FOR IN TO ENSURE present. 3/4"NPT MODELS) ENGAGEMENT WITH SPRINKLER The owner is responsible for the in- FIGURE 14 WRENCHING AREA spection, testing, and maintenance of W-TYPE 6 SPRINKLER their fire protection system and de- WRENCH FIGURE 15 vices in compliance with this docu- W-TYPE 7 RECESSED ment, as well as with the applicable facturer should be contacted relative SPRINKLER WRENCH standards of the National Fire Protec- to any questions. tion Association (e.g., NFPA 25), in Inspection Service in accordance with addition to the standards of any other It is recommended that automatic local requirements and/or national authorities having jurisdiction. The in- sprinkler systems be inspected, codes. stalling contractor or sprinkler manu- tested, and maintained by a qualified Page 10 of 10 TFP171 P/N 57 - XXX - X - XXX I TEMPERATURE MODEUSIN RATING SPRINKLER 330 2.8K UPRIGHT(112"NPT) TY1131 135 135°F/57°C 331 2.8K PENDENT(1/2"NPT) TY1231 1 NATURAL BRASS 155 155°F/68°C 340 4.2K UPRIGHT(112"NPT) TY2131 4 WHITE POLYESTER ( 175 175F9°C 341 4.2K PENDENT(1/2"NPT) TY2231 3 WHITE(RAL9010)' 200 200°F/93°C 370 5.6K UPRIGHT(1/2"NPT) TY3131 9 CHROME PLATED 286 286°F/141°C 371 5.6K PENDENT(1/2"NPT) TY3231 7 LEAD COATED 390 8.0K UPRIGHT(3/4"NPT) TY4131 391 8.0K PENDENT(3/4"NPT) TY4231 'Eastern Hemisphere sales only. 360 8.0K UPRIGHT(1/2"NPT) TY4831 361 8.0K PENDENT(1/2"NPT) TY4931 TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS In no event shall TFBP be liable, in Limited contract, tort, strict liability or under Ordering any other legal theory, for incidental, Warranty indirect,special or consequential dam- Procedure ages,including but not limited to labor Products manufactured by Tyco Fire& charges, regardless of whether TFBP When placing an order, indicate the Building Products (TFBP) are war- was informed about the possibility of full product name. Refer to the Price ranted solely to the original Buyer for such damages, and in no event shall List for complete listing of Part Num- ten(10)years against defects in mate- TFBP's liability exceed an amount bers. rial and workmanship when paid for equal to the sales price. Contact your local distributor for avail- and properly installed and maintained under normal use and service. This The foregoing warranty is made in lieu ability. warranty will expire ten (10) years of any and all other warranties. ex- from date of shipment by TFBP. No press or implied. including warranties Sprinkler Assemblies with NPT warranty is given for products or corn- of merchantability and fitness fora par- Thread Connections: ponents manufactured by companies ticular p Specify: (Specify Model/SIN), Quick urpose. not affiliated by ownership with TFBP This limited warranty sets forth the ex- Response,u, rata(specify K-factor), (specify or for products and components which clusive remedy for claimsbased on (s enre ent or Series priTY FRB (specify Pendent or Upright)Sprinkler have been subject to misuse,improper failure of or defect in products,materi- with(specify type of finish or coating), installation, corrosion, or which have als or components,whether the claim P/N(specify from Table D). not been installed, maintained, modi- is made in contract, tort, strict liability fied or repaired in accordance with ap- or any other legal theory. Recessed Escutcheon: plicable Standards of the National Fire Specify: (10, 20, 30, or This warranty will apply to the full ex- Style Y 40) Re- Protection Association, and/or the standards of any other Authorities tent permitted by law.The invalidity,in cessed Escutcheon with(specify')fin- Having Jurisdiction. Materials found whole or part, of any portion of this ish, P/N (specify`). by TFBP to be defective shall be either warranty will not affect the remainder. Refer to Technical Data Sheet TFP770. repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W-Type 6 Sprinkler Wrench, any other obligation in connection with P/N 56-000-6-387. the sale of products or parts of prod- ucts.TFBP shall not be responsible for Specify: W-Type 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56-850-4-001. curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 ti;t J� k4 „9 GENERAL CODES, STANDARDS, SPECIFICATIONS, & APPROVAL BODIES Shurjoint production facilities are certified to ISO 9001 by Lloyd's Register Quality Assurance.Products are listed,approved and or certified by UL, cUL, FM , Vds, LPCB and others. Shurjoint is also active in industry membership organizations such as American Fire Sprinkler Association(AFSA),National Fire Sprinkler Association(NFSA),Canadian Automatic Sprinkler Association(CASA),National Fire Protection Association(NFPA)and International Fire Sprinkler Association(IFSA)and others. S��O.QUgt,T� MEM B ER NATIONAL CANADIAN Q a FIRE �RSR N A V U NM GNAt SPRINKLER :J++ AUTOMATIC ACCNEOIGIIIN ASSOCIATION,INC. I= SPRINKLER /SO90o� Cf�,ECSAI1VI ASSOCIATION ISO9001:2000 Quality Management System Certificate No. 9557701 W � lie,Rr_uI.,lh,n.IA,i.ur,.S'rhrmr CNBOP C YL US f`IaSprlWar4 a , LISTED - P ANSI/NSF 6! FM APPROVED Quality Systems (JPF)Japan Pipe Fitting Association-MP006 (Lloyd's)Lloyd's Register Quality Assurance ISO-9001:2000 (LPCB)Loss Prevention Certification Board L Pc_1219 (LPCB)Loss Prevention Certification Board ISO-9001:2000 (NFPA)National Fire Protection Association NFPA 13 Couplings,Fittings&Building Codes (PED)Pressure Equipment Directory 97/23/EC (ANSI/AWWA)American Water Works Association C606-9,' (UL)Underwriter's Laboratories,Inc. UL213 (ASHRAE) American Society of Heating, Refrigerating and Air (ULC)Underwriter's Laboratories of Canada Conditioning Engineers (VdS)VdS Schadenverhuetung-VdS 2100-6:2003-5(01) (ASME)American Society of Mechanical Engineers B31.1,B31.9 (WRAS)Water Regulation Advisory Scheme (ASTM)American Society of Testing and Materials F 1476-01& (NSF) ANSI/NSF 61: Drinking Water System Components-Health F 1548-01 Effects (CSA)Canadian Standards Association B-242 Registrations (FM)Factory Mutual Research Corp.Class 1920 (CRN)Canadian Boiler Branch Registration (IAPMO) International Association of Plumbing & Mechanical Saudi Aramco Officials Kuwait Oil Company(K.S.C.) I, Li SHURJOINT® DATA CHART NOTES S�1 Nominal Pipe Max.Working Man.End Pipe End Deflection �i �ons Bolt Size O.D. Pressure Load P Separation Degree Per Pipe A C Bolt SizToque1nmm�/in mm/in Bar/PSI kN/Lbs mm/in Coupling(`) mm/m in/ft mm/ n mm/in LJ `1 LJ LJ L'J 0 1❑ Nominal Size: Shurjoint couplings and fittings are identified ® Maximum End Load:Maximum end loads listed are total of by the nominal IPS pipe size in inches or nominal diameter internal and external forces to which the joint can be sub- of pipe(DN)in millimeters jected, based on standard wall or sch.40 steel pipe, cut or Pipe OD:Actual outside diameter of pipe in inches and mil- roll-grooved to ANSI/AV1'WA C606-97 specifications. limeters. 5� Pipe End Separation: Designed range of the gap between 33 Maximum Working Pressure: maximum working pressures pipe ends based on roll grooved pipe. listed are CWP (cold water pressure) or maximum allowed © Deflection: Maximum allowable deflection of pipe from working pressure within the service temperature range of centerline when the joint is used with roll-grooved steel the gasket used in the coupling, based on standard +'all or pipe.For cut-grooved pipe,the figures can he doubled. sch. 40 steel pipe, cut or roll-grooved to ANSI/A\VWA 71 Dimensions:"A" "B", "C" and so on are external dimensions C606-97 specifications. for reference purpose only in millimeters and inches. These ratings may occasionally differ from maximum work- ® Bolt Size: ANSI bolt size and length in inches with numbers ing pressures listed and/or approved by UL,ULC,and/or FM of bolts when applicable. as testing conditions and test pipes differ. For performance 99 Bolt Torque: Recommended bolt fastening torque in Lbs-Ft data on other pipe schedules contact Shurjoint. and N-rn. Note: For one time field test only the maximum joint woik- 10 Approximate Weight: Weight of a coupling complete with ing pressure may be increased 1.5 times the figures shown. gasket,bolts and nuts or of a fitting in kilograms and pounds. NOMINAL SIZE / PIPE O. D. Pipe&Tubing Standards While Shurjoint fittings are normal) identified by the nomi y (ANSI)American National Standards Institute B36.10&B36.19 nal size, always check the actual OD of the pipe and fittings to (API)American Petroleum Institute API 5L be connected, as in some markets it is customary to refer to dif- (ASTM)American Society of Testing and Materials A135,A795& ferent OD pipes with the same nominal size. 888 For example:The nominal size 65(2 1/2") is referred to 73.0mm (BS)British Standards BS1387,853600,BS3601&BS3605 (2.875") pipe OD in IPS and 76.1mm (3.000") pipe OD in BS, ISO (ISO)International Standard Organization 65&4200 or JIS pipes.Refer to pipe&tubing standards for details. (JIS)Japan Industrial Standard G3452&G3459 NOTICE The dimensions, weights, performance data, and other poses.They are not drawn to scale and may have been exagger- specifications shown in this catalog supersede all previous pub- ated for clarity. lished data. Shurjoint reserves the right to change product Any person who makes use of the information or materials designs and or specifications without notice and without obliga- contained herein shall do so at their own risk and shall be liable tion for any results arising from such use. Illustrations shown within this catalog are for illustrative pur- s �k SHURJOINT® (. cMODEL Z07 ANGLE PAD RIGID LISTED APPROVE) COUPLING The Shurjoint Model Z07 Rigid Coupling has been designed with angle bolt pads.This design allows the coupling housings to slide along the bolt pads when tightened. The result is an offset clamping action which provides a rigid joint that resists flexural . and torsional loads. Model Z07 couplings are recommended for general piping applications where rigidity is required including valve connec- tions,machinery rooms,fire mains and long straight runs. Support and hanging requirements correspond to ANSI B31.1, B31.9 and NFPA 13. The 5hurjoint Model Z07 is available with a standard "C" shaped or GapSeal gasket in a variety grades to meet your spe- cific service requirements. _ T-5 c . , -- _� =1 lTl • f � '�� ) L,) Nominal Max.Working Max.End Pipe End Dimensions Size Pipe O.D. Pressure Load Separation A B C Bolts Size Weight Li mm/in mm/in Bar/PSI kN/Lbs mm/in mm/in mm/in mm/in in Kgs/Lbs Q 42.! 1_' ,-.21 1_! Eli I(1; 4- _1- 1.25 1.660 730 76'_0 0.05 2.65 4.13 1.55 L6 40 45.) 52 4.47) 1' -4 113 4- n9 1.5 1900 730 _'130 0.05 29i 4.53 L8.5 - t/(i 2 r 0 Si) 6(2.3 (1 14.,7)) ! 1.- a6 1!(1 :r. 1I R; 4 2 2.373 750 332)1 0.0- 3.39 4.72 1.87i !.{ 63 73.0 -' _'L7) 1.7 50 14(1 I LI 'P. ! , 2.5 2.875 -50 48:5 11(7.- i.94 550 1.','1 - y 24 1,9 76.1 42 (1,11 1- 102 146 417 3.! !- iitt '-(i4 2.5 3.000 -50 5300 0.0- 4.(70 .5.75 1.S) 23, tit) 889 -2 32.14 1.- 115 157 15 1 1.4 3 - 3.500 7.50 7215 0.07 4.53 6.18 1.55 !-i.'? i 3.1 00 114.3 I 52 53.1'1 4.1 1 147 199 14 'n 4 4.500 73O 11925 0.16 5.78 7.83 2.13 2-U r't 4 4 125 139.,7 32 -4.05 4.1 1-5 235 54 '-5/83-I/'_ 5 5.500 '50 16625 0.11 6.88 9.25 2.13 5 6 125 141.3 5_2 81.1.- 4.1 1-7 235 54 3.0 2-5/4\3-1/2 5 5.563 ,,-50 78225 0.76 6.97 ').25 '_.13 6.6 13o 165.1 48 113.44 4.1 '_00 259 14 6 6.500 700 23225 0.16 ,,-.87 10.20 2.13 !-'/8 c 3-112 ''2 350 168.3 45 10..-48 4.1 _203 263 14 2-6 6.625 700 24130 0.16 8.00 10.35 213 5,8 3.2 \31/' 7.1 200 219.1 42 135.89 4.8 2b8 342 64 '-3/4 x 4-3/4 -.1 8 8.625 600 35000 0.19 1055 13.46 212 15.7 250 273.0 35 202.21 3.2 327 431 65 2.7/8 s6-1/2 10.3 10 10.750 500 45400 0.13 12.86 16.98 256 _2,9 300 323-928 227.75 3.2 377 480 63 2-7/8 6-7/2 12 12.750 400 51000 0.13 14.86 18.88 256 26.0 350 355.6 1- 17120 3.2 408 505 73 t4.9 14 14.000 250 38485 0.13 16.06 19.89 2.87 3-7/8 5-1/2 32.8 400 406.4 1- 223.60 3.2 467 554 -3 ' 2 3-"/8 s 5-1/2 182 16 16-000 250 50_65 0.13 18.39 21.84 2.87 41.2 450 457.2 1- 283.00 3.2 525 607 6 3-7/8 x 5-7/2 24.6 18 18.000 250 63615 0.13 20.68 23.89 3.00 - 54.2 `i. 500 508.0 L- 349.30 3.2 582 698 76 305 20 20.000 250 78540 0.13 22.93 27.47 3.00 4-1 x 3-1/2 57.2 600 609.6 17 503.30 3.2 687 803 ,-S 4-7 x 3-7/2 34.6 24 24.000 230 113000 0.13 27.05 31-61 3.06 46,2 9 SHURJOINT® $7 C@Us FM VdS MODEL 7705 FLEXIBLE COUPLING 11STED APPROVED The Model 7705 Flexible Coupling is ideal for moderate pressure pipeline applications where expansion,contraction and or deflection caused by temperature change,seismic tremors or other sources of vibration are factors. A � i Nominal Pipe Max.Working Max.End Pipe End I Deflection Dimensions Size O.D. Pressure Load Separation Degree Per Pipe A B C - Bolt Size Weight mm/in mm/in Bar/PSI kN/Lbs mm/in Coupling(°) mm/m in/ft mm/in mm/in mm/in in Kgs/Lbs 25 33.4 351 3.0 0-1.6 48.0 57 100 46 3'8 -3/4 0.6 1 1315 500 680 0-0.06 2' 4' 0.57 2.24 3.94 1.81 x 1 1.3 32 42-2 35 4.9 0-16 38.0 66 103 46 0.7 1.25 1.660 500 1080 0-0.06 2°-10' 0.45 2.60 4.06 1.81 3. 2 1/8 LS 40 48.3 35 6.3 0-1.6 33.0 72 108 46 0.7 1.5 1.900 500 1420 0-0.06 1'-'4 3.8 x 2-1/8 0.40 2.83 4.25 1.81 1.6 50 60.3 33 9.9 0-1.6 270 84 729 48 0.8 2 2.375 500 2210 0-0.06 31 /8 032 3.31 5.08 1.89 1.8 65 73.0 35 14.4 0-1.6 1° 15, 22.0 99 142 48 3.8 s?-1/8 0.9 2-5 2.875 500 3240 0-0.06 0.26 3.90 5.59 1.89 2.0 65 76.1 35 15.7 0-16 21.0 102 147 48 1.0 2-5 3.000 500 3530 0-0.06 1°-12 0.25 4.02 5.79 1.89 38> 2-1/8 2.1 80 88.9 35 21.4 0-1.6 18.0 116 169 48 1.3 3 3.500 500 4810 0-0.06 02 0.22 4.57 6.65 1.89 1/2 x 3 2.8 90 101.6 35 28.0 0-1.6 32.0 129 200 52 5 3.5 4.000 500 6300 0-0.06 0° 0.38 5.07 7.90 2.05 ____ _3.3 100 108.0 35 31.5 0-3.2 30.0 138 192 52 1.9 4 4.250 500 7090 0-0.13 1°-42 _ 5.43 2 x 3 0.36 7.56 2.05 q,7 100 114.3 35 35.4 0-3.2 28-0 1-=5 197 52 19 4 4.500 500 7950 0-0.13 36 0.34 5.71 7.76 2.05 1/`x 3 4.1 125 133.0 31 43.3 0-3.2 24.0 165 1 231 52 2.3 5 5.250 450 9740 0-0.13 1°-23' 0.29 6.50 9.09 2.05 7.073-1/2' 5.1 125 139. 31 47.6 0-3.2 23.0 1-0 233 52 2.6 5 5.500 450 10690 0-0.13 1°-19 5.8 x,3-1/2 0.28 6.69 9.17 2.05 5.7 125 141.3 31 48.6 0-3.2 23.0 172 234 52 2.6 5 5.563 450 10930 0-0.13 1'-18 5 8 x 3-1/2 0.27 6.77 9.21 2.05 5.7 150 159.0 31 61.4 0-3.2 20.0 190 253 54 3.0 6 6.250 450 13800 0-0.13 1'-09' 7.873-1/2 0.24 7.48 9.96 2.136.6 150 165.1 31 66.4 0-3.2 19,0 196 261 54 3.1 6 6.500 450 14930 0-0.13 1°-07 5.'8 x 3-1/2 0.23 7.72 10-28 2.13 6.8 150 168.3 31 69.0 0-3.2 19.0 200 268 62 3.2 6 6.625 450 '15500 0-0.13 1 -07 0.23 7.87 10.55 2.44 7/873-1/2 _7.0 200 JIS 216.3 31 114.0 0-3.2 15.0 234 348 62 5.8 8 8.516 450 25620 0-0.13 00.51' 0.18 10.00 13-70 2.44 3,474374 12.8 200 219'1 31 I 116.9 0-3.2 15.0 260 350 64 5.8 8 8.625 450 26280 0-01 0° 50' 0.18 10.24 1378 252 5'8 x 3-1/2 12.8 25085 267.4 24 134.6 0-3.2 12.0 337 420 64 8.0 ° 30450 0-0.13 0 -41' 0.14 13.27 16.54 2.52 17.6 10 10.528 3503;'4 x 4-3/4 250 273.0 24 141-3 0-3.2 12.0 343 425 64 8.2 10 10.750 350 31750 0-0.13 0'-40' 3/4 x 4-3/4 300)IS 318.5 2s 0.14 89 478 2.52 18.0 1 192.2 0-3.2 10.0 389 478 644 12 12.539 350 43200 0-0.13 0°-35' 0.12 15.31 18.81 2.52 7/8 x 6-1/2 22.9 300 I 323.9 24 198.8 0-3.2 10.0 390 467 64 10.8 12 12.750 350 44660 0-0.13 0°-34' 012 15.35 18.39 2.52 7/8 x 6-1/2 23.8 11 SHURJOINT® 1 SPECIFICATIONS Shurjoint offers a wide range of grooved-end fit- tings in sizes through 24"(600 mm).Fittings are avail- able in a number of styles and configurations to sup- port a variety of applications. 5hurjoint grooved-end ,e _ fittings conform to ASTM F1548-01 and ANSI/AWWA "Y" C606-97 and can be used in conjunction with any UL listed grooved coupling or component. Most fittings are provided in ductile iron conforming to ASTM A536 Cr.65-45-12.Some styles and sizes are fabricat- ed of segmentally welded steel. Fittings are painted orange or red, or as an option can be supplied hot- r dipped zinc galvanized or epoxy coated. Pressure . ratings conform to couplings and/or pipe being used. Epoxy Coated Painted Hot Dip Galvanized Elbows—meters/feet Tees Nominal Pipe Pipe Wall Size O.D. Thickness #7110 90 #7110LR 90' #7111 45' #7111LR 45' mm/in mm/In mm/in STD.RADIUS 1.5D L.R. STD.RADIUS 1.5D L.R. Branch Run 25 33.4 3.4 0.5 ---- 0.2 ---- 1.3 0.5 1 1.315 0.133 1.7 ---- 0.8 4.2 1.7 (t 32 42.2 0.4 1.8 0.7 1.2 5.8 23 40 48.3 4.0 0.8 0.4 ---- 2.1 0 1.5 1.900 0.154 2.7 ---- 1.3 --- 6.7 2.7 50 60.3 5.2 1.0 0.8 0.5 0.3 2.6 1.0 2 2.375 0.203 3.4 2.5 1.7 1.1 8.6 3.4 FLOW DATA/FRIC- 6.5 73.0 5.0 1.3 --- 0.6 3.1 1.3 TIONAL RESISTANCE 25 2.875 0-197 4.1 2.1 10.3 4.1 3.3 1.3 2.5 3.000 0.216 4.3 ---- 2.2 10.8 43 (Expressed as equivalent length of 80 88.9 6 0.3 1.6 1.2 0.8 0.5 I 3.9 1.6 straight pipe) 3 3.500 0.237 5.1 3.8 2.6 1.6 12.8 5.1 100 114.3 5.6 2.0 1 1.5 1.0 I0.6 5.1 2.0 4 4-500 0.220 I 6.7 5.0 3.4 2.1 16.8 6.7 The values listed in this table 125 141.3 6.6 2.6 ---- 1.3 ---- 6.4 2.6 5 5.563 0.258 8.4 ---- 4.2210 8.0 express the frictional resistance of ---- 125 1347 6.3 2.5 1.3 representative Shurjoint fittings as 5 5.500 0.248 8.3 ---- 4.2 ---- O9 8.3 equivalent feet(meters) or straight 150 168.3 7.1 3.0 2.3 1.5 0.9 7,7 3.1 6 6.625 0.280 10.1 7.5 5.1 3.0 25.3 10.1 pipe.For the branch of a tee that is 150 165.1 7.1 3.0 2.3 1.5 0.9 7.6 3.0 reduced in size, use the value that 6 6.500 0.280 10.0 7.5 5.0 3.0 24.9 10.0 200 219.1 8.2 4.1 3.0 2.0 1.2 10.0 4.1 corresponds to the branch size.For 8 8.625 0.322 13.3 9.8 6.7 4.0 33.3 13.3 example,the branch value of a 4"x 250 273.0 8.8 5.1 3.7 2.6 1.5 12.8 5.1 10 10.750 0.365 16.7 ' 12.0 8.4 5.0 418 16.7 4"x 3"tee is 12.8 feet(3.9 meters). 300 323.9 9.5 7.0 4.4 3.0 1.8 15.2 6.1 For fittings not listed in this table, 12 12.750 0.375 20.0 14.5 10.0 6.0 50.0 20.0 350 355.6 9.5 8.0 ---- 4.8 ---- 22.5 8.0 the equivalent length of straight 14 14.000 0.375 22.9 ---- 13.8 ---- 64.2 22.9 pipe can be estimated from the 400 406.4 9.5 8.0 -- 4-8 -- 22.5 8.0 16 16.000 0.375 26.4 ---- 15.8 ---- 73.9 26.4 data provided. For example, the 450 457.2 9.5 9.5 ---- 5.7 ---- 26.5 9.5 18 18.000 0.375 31.1 ---- 18.7 flow resistance of a 22 1/2° elbow ---- 87.2 31.1 500 508.0 9.5 10.6 ---- 6.3 29.6 10.6 is approximately one half that of a 20 20.000 0.375 34.8 ---- 20.9 -- 97.3 34.8 45'elbow. 600 609.6 9.5 12.3 ---- 7.4 34.4 12.3 24 24-000 0.375 40.4 24.2 ---- 113.0 40.4 20 SHURJOINT® t 4 mo `i ` uT 05 MODEL 7110 90° ELBOW = FM vds LISTED APPROVED 7111 45° ELBOW 7112 22-1/2° ELBOW r-E C-EI 7113 11-1/4° ELBOW 1 Ft ill? Fie 7113 22-1/2'Elbow I 1-1/4'Elbow —C-E— (Gooseneck) awl E � CE>Y C-E C-E CE Fi a.7 1 1 0 Fi a.7 l l I Fig.7112 Fi a.71 13 90°Elbow 45 Elbow 22-1/2'Elbow 11-1/4`Elbow(Weld) (StandardI Nominal Pipe #7110 #7111 #7112 #7113 Size O.D. ,0'Elbow 45'Elbow 22-1/2°Elbow 11-1/4'Elbow mm/in mm/in C-E Kgs/Lbs C-E Kgs/Lbs C-E(S)/E-E(G) Kgs/Lbs C-E Kgs/Lbs 25 33.4 57 0.3 45 0.2 --- --- --- --- 1 1.315 2.25 0.7 1.75 0.4 --- --- --- --- 32 42.2 70 0.5 45 0.3 45 0.3 35 0.2 1.25 1.660 2.75 1.1 1.75 0.7 1.75 SW 0.7 1.38 SW 0.4 40 48.3 70 0.7 45 0.4 45 S/95 C 0.6 35 03 1.5 1900 2.75 1.5 1.75 0.9 1.75/3 75 1.3 138 SW 0.7 50 60.3 83 0.9 51 0.7 48 5/95 G 0.8 35 0.8 2 2.375 3.25 2.0 2.00 1.5 1.89/3.75 1.8 1.38 1.8 65 73.0 95 1.2 57 0.9 51 S/102 G 1.0 38 1.0 25 2.875 3;5 26 2.25 2.0 2.01;4.00 2.2 150 2.2 65 76.1 95 1.4 57 1.1) 51 S/102 C LO 38 L0 2.5 3.000 3.75 3.1 2.25 2.2 2.01 4.00 2.2 1.50 2.2 80 88.9 108 2.1 64 1.3 57 S,' 114 G 1.4 38 1.1 3 3.500 4.25 4.6 250 2.9 2.25/45 15 0 3.1 0 2.4 100 1143 127 2.8 76 20 73 5/1'7 C 2.11 45 1.5 4 4.500 5.00 6.2 3.00 4.4 2.88/5.00 4.4 1.75 3.3 100 108.0 127 3.5 76 2.0 --- --- -- --- 4 4 250 5.00 77 3.00 4.1 --- --- --- --- 125 141.3 140 5.0 83 :15 12-C .3.3 51 2.7 5 5.563 5.50 11.0 3.25 7.7 5.00 7.3 2.00 SW SA 125 133.0 140 4.1 83 '% -- --- --- --- 5 5.250 5.50 9.0 3.25 5.9 --- --- --- -- 125 139.7 140 5.0 83 3.5 12-G 3.3 51 27 5.5 5.500 550 11.0 3 2 -7 5.00 7.3 2.00 SW 5.9 150 1683 165 6.4 89 4.4 79 5/159 G 5.0 51 3.4 6 6.625 6.50 14.1 3.50 97 3.12/625 nC 2.00 7.5 150 159.0 165 6.0 89 3.8 --- --- --- --- 6 6.250 650 13.2 3.50 6.4 -- --- --- _-- 150 165.1 165 5.7 89 4.4 79 S/159 C 5.0 51 3.4 6 6.500 650 125 3.50 9.7 3.12/6.25 11.0 1 2.00 200 219.1 197 12.5 108 90� 197 G 10.0 51 5,5 8 8.625 7.75 27.5 4.25 19.8 %.7S 22.0 2.00 12.1 20011S 216.3 197 125 108 9.0 197 G 10.0 8 8.516 7.75 275 I 4.25 19.8 7.75 22.0 --- --- 250 273.0 229 24.0 121 1.-.0 711 13.6 54 6.6 10 10.750 9.00 52.8 4.75 37.4 4.38 1 29.9 2.13 14.5 250115 267.4 I 229 24.0 121 1-.0 111 13.6 54 - 6.6 10 10.528 9.00 52.8 4.75 37.4 4.38 29.9 2.13 14.5 300 323.9 254 35.0 133 22.5 124 18.3 57 8.5 12 12.750 10.00 77.0 5.25 49.5 4.88 SW 40.3 2.25 18.7 300JI5 318.3 254 35.0 133 22.5 124 78.3 57 8.5 12 12.539 10.00 77.0 5.25 49.5 4.88 SW 40.3 2.25 18.7 350 355.6 280 35.0 152 22.0 127 21.0 89 14.6 14 14.000 11.00 77.0 6.00 48.4 5.00 SW 46.2 3.50 SW 32.1 400 406.4 305 43.0 184 44.0 127 24.0 102 19.0 16 16.000 12.00 94.6 7.25 96.8 5.005W 52.8 4.00 SW 41.8 450 457.2 394 101.0 208 46.6 140 30.0 114 24.0 18 18.000 15.50 222.2 8.00 102.5 5.50 SW 66.0 4.50 SW 52.8 500 508.0 438 127.0 229 47.6 152 36.3 127 30.0 20 20.000 17.25 279.4 9.00 104.7 6.00 SW 79.9 5.00 SW 66.0 550 558.8 508 129.0 280 80.0 178 51.0 152 46.0 22 22.000 20.00 SW 283.8 15005w 176.0 7.00 SW 112.2 6.00 SW 101.2 600 609.6 508 210.0 210 80.0 178 51.0 152 46.0 24 24.000 20.00 462.0 11.00 176.0 7.00 SW 112.2 6.00 SW 101.2 SW:Segment-welded steel.G:Gooseneck design,end-to-end dimension. Model 7112 22-1/2°Elbows are available either in standard or gooseneck design. "3`.. 21 LcJ SHURTOINT® 1 MODEL 7120 TEE � us _LPCB FM vas ll.'ED - APPROVED 7135 CROSS ¶ 7IJT 11 7130 45' LATERAL } Jll —C-E— r C-E Fig.7120 Tee Fie.7135 Cross u V —CE— _ C-E Fie.7130 Fe.7120 Fie.7135 45 Lateral Tee(11elded) Cross(Welded) Nominal Pipe Size O De #Tee0 #7135 #7130 Cross 45 Lateral mm/in mm/in C-E K s/Lbs C-E K s/Lbs C LE 25 C-SE K-s/Lbs 33.4 57 0.4 57 0.6 1.315 2.25 0.9 2.25SW 1.3 32 42.2 70 0.7 70 1.0 146 ---- ---- 7.25 1.660 2.75 64 11 i.3 2.75SW 2.2 5.75SW 2.50 2.4 40 48.3 70 0.9 70 11 159 70 1.5 1.900 2.75 2.0 2.755W 2.4 6.25SW 2-75 7.6 50 35 60.� 83 1.3 83 1.2 178 70 ?.3 375 3.25 2.9 3.25 2.6 7.00 2.75 5.1 6595 2.5 2 8 73.0 3.75 2.2 3975 3.0 79, 76 2.8 4.8 6.6 7.75 3.00 65 6.2 76.1 95 2.3 95 3.0 197 76 2.8 2.5 3.000 3.75 5.1 3.75 6.6 7.75 80 3-00 6.2 88.9 108 3.1 108 3.1 216 83 3 3.500 , 4.25 6.8 4.25 6.8 8.50 3.25 4.2 1009.2 1 no 127 4.6 127 5.2 26: 95 0 4 4.500 5.00 10.1 5.00 11.4 10.50 3.75 17.6 100 108.0 127 4.1 - ---- 4 4.250 5.00 9.0 --- ---- 1225 141.3 140 65 140 9.1 318 102 125 5 5.563 5.50 14.3 5.50 20.0 12.50 4.00 275 125 133.0 140 6.0 5 5.250 5.50 --- 13.2 ---- ---- 125 139.7 140 6.5 140 I 5.9 378 102 5 72.5 1 150 5.500 5.50 14.3 5.50 73.0 12.50 4.00 27.5 168.3 165 10.0 165 14.5 356 114 6 6.625 6.50 22.0 6.50 31.9 7400 4.50 - 185 150 159 -_-- 40., .0 165 8.6 ----6 6.250 6.50 18.9 ---- ---- 150 165.1 165 8.5 I 165 145 356 1.4 8,5 6 6.500 6.50 18.7114 1 6.50 37.9 74.00 4.50 5 40.7 200 219.1 197 20.0 197 20.0 457 152 32.0 8 8.625 7.75 44.0 7.75 44.0 18.00 600 70.4 200A A 216.3 197 20.0 197 20.0 457 152 8.516 1 7.75 44.0 7.75 44.0 18.00 70.4 ?Sp 6.00 70.4 273.0 229 31.0 229 32.0 6.50 521 155 10 10.750 9.00 68.2 9.00SW 70.4 20.50 47.6 104.7 2100A 267.4 229 31.0 229 32.0 521 165 47.6 110.528 9-00 68.2 9.00SW 70.4 20.50 6.50 104.7 300 323.9 254 45.0 254 50.0 584 178 12 12.750 10.00 99.0 10.00SW 110.0 23.00 75.0 300A 7.00 165.0 318.5 254 45.0 254 50.0 584 178 75.0 12 12.539 10.00 99.0 10.00SW 110.0 23.00 350 7.00 165.0 355.6 280 52.0 280 91.0 673 191 125.0 14 14.000 11-00 114.4 11.005W 200.2 26.505W 400 7.50 275.0 406.4 305 68.0 305 13.8 737 203 156.0 16 16.000 12.00 149.6 12.00SW 250.4 29.00SW 450 8.00 343.2 457.2 394 124.3 394 165-7 813 216 195.0 18 78.000 15.505W 273.5 15.S0SW 364.5 32-00SV� 500 8.50 429.0 508.0 438 153.9 438 205.2 889 229 227.0 20 20.000 17.255W 338-6 17.255W 451.4 35.005W 550 9.00 499.4 558.8 483 150.0 483 242.8 965 241 280.0 22 22.000 19.00SW 330.0 19.00SW 534.2 38.005W 600 9-50 616.0 609.6 SOS 215.1 508 286.8 7016 254 324.0 24 24.000 20.00SW 473.2 20.005W 637.0 40.005W1000 712.8 SW:Segment-welded steel. 91 SHURJOINT® P c �L us FM VdS MODEL 7150 CONCENTRIC REDUCER LISTE(1 APPROVED MODEL 7151 ECCENTRIC REDUCER The Shurjoint concentric reducers and eccentric reducers are cast of ductile iron except where indicated (SW). The end- to-end dimensions of these reducers are less than that of fabri- cated reducers. _ _ E-E - E-E Fis.7150 Conn.Reducer Fig*.7151 Ece.Reducer #7150 Conc.Reducer I #7151 Ecc.Reducer #7150 Conc.Reducer #7151 Ecc.Reducer Nominal Size Pipe Nominal Pipe O.D. E-E Weight E-E Weight Size O.D. E-E Weight E-E Weight mm/in mm/in mm/in kgs/Lbs mm/in kgs/Lbs mm/in mm/in mm/in kgs/Ibs mm/in kgs/lbs 65 x 50 73.0 x 60.3 64 05 89 0.7 300 x 250 323.9 x 273.0 178 15.0 178 20.2 2.5 x 2 2.875 x 2.375 2.50 1.1 3.50 1.5 12 x 10 12.750 x10.750 7.00 33.0 7.00 44.0 65 x 50 76.1 x 60.3 64 05 89 0.7 350\150 35;.6 x 168.3 330 195 330 ?8.0 2.5 x 2 3.000 x 2.375 250 1.1 350 1.5 14 x 6 14.000 x6.625 13.00 SW 42.9 13.00 SW 62.0 80 x 50 88.9 x 60.3 64 0.6 89 1.0 .350k 200 1556 x 219.1 203 19.0 330 ?8.0 3 x 2 3.500 x 2.375 250 1.3 3.50 3.2 14 x 8 14.000 x 8.625 8.00 41.8 13.00 SW 62.0 80 x 65 88.9 x 73.0 64 0.6 89 1.0 350 a 250 3551,x 2-3.0 203 32.5 I .330 28.0 3 x 2.5 3.500 x 2.875 2.50 1.3 3.50 2.2 14 x 10 j 14.000 x 10.750 8.00 715 13.00 SW 62.0 80 x 63 88.9 x 76.1 1 64 0.6 89 1.11 .350 x 300 355.6 x 32.3.9 203 23.0 330 28.n 3 x 2.5 3.500 x 3.000 2.50 1.3 350 22 14 x 12 14.000 x 12.750 8.00 50.6 1.3.00 SW 62.0 100 x 50 114.3 x 60.3 76 1.1 10 2 1.4 400 x ISO 406.4 x 168.3 :350 29.7 356 29.7 4 x 2 4.500x2.3.'5 3.00 2.2 4.00 31 16x6 16.000x6.625 14.00 SW 654 14.00 SW 65.1 100 x 65 114.3 x 73.0 76 1.0 102 1.5 400 x 200 406.4 x 219.'1 220 3_)) 356 35.(1 4 x 2.5 4.500 x 2.875 3.00 2.2 400 3.3 16x8 16.000x8.615 9.00 70.4 14.00 SW 77.0 100 x 65 114.3 x 76.1 76 1.0 102 1.; 401)x 250 406.4 x 27.3.0 356 29.5 350 3.40 4 x 2.5 4.500 x 3.000 3.00 2.2 4.00 3.3 16 s 10 16.000 x 10.750 14.00 SW 64.9 1400 SW 77.0 100 x 80 114.3 x 88.9 76 LO 102 I.b 400 x 300 406.4 x.323.9 229 30.0 'i 3Ll) 4 x 3 4.500 x 3.500 3.00 2.2 4.00 35 16 x 12 16.000 x 2.750 9.00 66.0 91)0 68.2 12=x 100 141.3 x 114.3 69 2.0 102 27 400 x 350 406.4\355.6 23)3 39.1) ,n) 3 5)) 5 x 4 5.563 x 4.500 3.50 4 4 4.00 6.0 16 x 14 16.000 x 14.00(1 9.00 63.8 9.00 77 3) 150 x 50 168.3 x 60.3 102 1.9 102 3 I 450 250 457.2 x 2_73.)) 381 36.0 381 45.0 6 x 2 6.625 x 2.375 4.00 4.2 4.00 6.9 18 x 10 18.000 x 10.750 15.00 SW 79.2 15.00 SW 1 99.0 150 x 80 168.3 x 88.9 102 2.0 102 35 450 a 301! 4572 x 323.9 241 35.5 381 45.0 6 x 3 6.625 x 3.500 4.00 4.4 4.00 7.7 18 x 12 18.000 x 12.750 9.50 78.1 15.00 SW 99.0 150 x 100 168.3 x 114.3 102 2.1 102 3.8 450a 350 457.2 x 353.6 381 36.0 ' 381 45.0 6 x 4 6.625 x 4.500 4.00 4.6 4.00 8.4 18 x 14 18.000 x 14.000 .15.005W 79.2 13.00 SW 99.0 130 x 125 168.3 x 141.3 102 2.5 102 4.5 450 x 400 1 457.2 x 406.4 1 381 36.0 381 45.0 6 x 5 6.625 x 5.563 4.00 5.5 4.00 9.9 18 x 16 j 18.000 x 16.000 15.00 SW 79.2 15.00 SW 99.0 150 x 50 165.1 x 60.3 102 1.9 102 31 500 a 300 506.0 x 3'3.9 54 43.0 508 58.0 6 x 2 6.500 x 2.375 4.00 4.2 4.00 6.9 20 x 12 20.000 x 12.750 10.00 94.6 20.00 SW 149.6 150 x 80 165.1 x 88.9 102 2.0 102 35 500 x 350 508.0 x 335.6 508 44.8 508 68.0 6 x 3 6.500 x 3.500 4.00 4.4 4.00 77 20 x 14 20.000 x 14.000 20.00 SW 98.6 20.00 5W 149.6 150 x 100 165.1 x 114.3 102 2.1 102 3.8 500 x 400 508.0 x 406 4 254 46.0 508 68.0 6 x 4 6.500 x 4.500 4.00 4.6 4.00 8.4 20 x 16 20.000 x 16.000 10.00 101.2 20.00 SW 149.6 200 x 100 219.1 x 114.3 127 5.1 305 5.4 500 x 450 508.0 x 437.2 508 58.0 508 68.0 8x 4 8.625 x 4.500 5.00 11.2 12.00 SW 11.9 20 x 18 20.000 x 18.000 20.005W 127.6 20.00 SW 149.6 200 x 150 219.1 x 168.3 127 5.2 127 8.0 600 x 300 609.6 x 3239 305 70.0 305-79.0 8 x 6 8.625 x 6.625 5.00 11.4 5.00 1;.6 24 x 12 24.000 x 12.750 12.00 154.0 12.00 173.8 250 x 100 273.0 x 114.3 152 9.0 152 12.0 600 x 350 609.6 x 355.6 508 70.0 356 79.0 10 x 4 10.750 x 4.500 6.00 19.8 6.00 26.•1 24 x 14 24.000 x 14.00 20.00 SW 154.0 14.00 173.8 250 x 150 273.0 x 168.3 152 90 152 115 600 x 400 609.6 x 406.4 303 70.0 508 79.0 10 x 6 10.750 x 6.625 6.00 19.8 6.00 25.3 24 x 16 24.000 x 16.000 12.00 154.0 20.00 SW 173.8 250 x 200 273 0x 219.1 152 95 330 12.0 600 x 450 609.6 x 457.2 508 70.0 508 79.0 10 x 8 10.750 x 8.625 6.00 20.9 13.00 SW 26.4 24 x 18 24.000 x 18.000 20.005W 154.0 20.00 SW 173.8 300 x 150 323.9 x 168.3 178 12.0 178 18.0 600 x 500 609.6 x 508.0 305 71.0 508 79.0 12 x 6 12.750 x 6.625 7.00 26.4 7.00 39.6 24 x 20 24.000 x 20.000 12.00 156.2 20.00 SW 173.8 300 x 200 323.9 x 219.1 178 14.0 280 29.3 12 x 8 12.750 x 8.625 7.00 30.8 11.00 53.5 SW:Segment-welded steel. 25 LJSIIURJOINT® MODEL 7160 END CAP MODEL 7160P uT us FM vas LISTED APPROVES END CAP WfTH PLUG MODEL 7160HDOMED END CAP I-u4 -I, '.- W -t The Shurjoint 7160H end caps are cast of ductile iron and are designed to Nominal Size I Pipe O.D. I #7160 End Cap #7160P mm/in mm/in mm/l n Kgs/Lbs Plug Size withstand pressure evenly over the entire mm/in 4 spherical surface. The Model 7160H End 32 I 42.2 25 0.2 ---- 1.25 1.660 100 0.4 ---- Cap is designed for use on 10" - 24" 40 48.3 25 0.2 1.5 1901 too 0.4 mechanical pipeline applications. 50 60.3 I 25 0.3 15 2 2.37J 1.00 0.7 0.5 65 73.0 25 0.4 15 2.5 2.875 1.00 0.9 0.5 65 76.1 25 0.4 15 80 88.9 25 0,7 15 3 3.500 1.00 1.5 0.5 s 00 14.3 25 1.0 25 4 4,500 1.00 22 r 100 108.0 25 1.1 ---- II) 24 4 I 4.250 1.00 2.4 125 J 1413 I 25 1.7 25 5 I 3.563 I 1.00 3.7 1 125 133.0 25 1.7 --- T300 al Pipe #7160 H 5 5.250 1.00 3.7 ---- O.D. Domed End Cap 1-5 139.7 25 1.7 25 n mm/in E-E mm/in K s/Lbs 5 5.500 1.00 3.7 1 273.0 76.1 5.5 50 1683 25 3.0 25 6 6.625 1.00 6 6 1 10.750 3.00 12.1 4 } li0 li9.0 25 2.3 323.9 76.1 7.4 6 6.250 1.00 5.1 12.750 3.00 16.3 t'0 165.1I 25 3.0 55 350 355.6 102 11.6 6 6500 1.00 6.6 1 00 219.1 30 5.5 40 74 4.000 4.00 25.5 8 8.625 1.18 121 400 406.4 102 14.6 1.5 16 16.000 4.00 32.1 200JI5 ?76.3 30 4.6 450P20.000 .2 127 20.5 250 273.0 32 To 40 18 00 5.00 45.1 10 10.750 1.25 li.4 1.5 500 .0 152 24 5 250JIS 267.4 32 7.0 ---- 20 6.00 53,9 0 0.528 7.25 75.4 550 558.8 152 44.0 300 323.9 32 10.0 40 12 72.750 1.25 22.0 1.5 22 22.000 6.00 97.0 i 300JIS 318.5 32 10.0 600 609.6 152 345 12 12.539 1.25 22.0 24 24.000 6.00 75.9 MODEL 7110-B 90° ELBOW, Nominal Pipe Dimensions Size O.D. C-E H S Weight WITH BASE SUPPORT mm/in mm/in mm/in mm/in mm/in K s/Lbs Model 7110-B is a ductile iron 90°grooved-end 250 2:3.0 229 14 51 Zap 10 10.750 9.00 450 2.00 52.8 elbow with an integral base support for installation 300 323.9 254 140 51 35.0 at the base of a riser system. An anchor can be 72 12.750 10.00 5.50 2.00 77.0 350 355.6 280 132 51 36.0 used in conjunction with the base to support the 14 14.000 11.00 . 6.00 2.00 79.2 400 406.4 305 165 weight of the pipe,components and fluid. 51 43.0 16 16.000 12.00 6.50 2.00 946 450 457.2 394 171 51 101.0 18 18.000 15.50 6.75 2.00 222.0 500 508.0 438 790 51 ' 127 0 20 20.000 17.25 7.50 2.00 279.4 wy 40 I 7= t k�`:,' 550 558.8 470 216 •�" - 51 L7.0 ,._.:'i`_.. 22 22.000 18.50 8.50 2.00 279.4 600 609.6 508 276 57 210.0 24 24.000 20.00 8.50 2.00 462.0 S dia. 26 I SHURJOINT® • 9 tqCC Fire & Building € scl ri�.ur SC iCss:T S:)SOW .. Fax(6100, Mod& BFVMBufterflVaWe Grooved End 24/2 Inch - 10 Inch (DN6 DM2501 General Technical Description Data The Model BFV-N Grooved End But- Made( r ' terfly Valves(Ref.Figure 1)are indicat BPg � ing type valves designed for use in fire Ses;ANSI Inebe s/OR protection systems where a visual in- 2-1/2 ON65),3 cDNS0), _ . dication is required as to whether the (DN100),S('I N"5', valve is open or closed.They are used, 5(DNIS0),S(0N200),itra(DaN25f) for example,as system,sectional, and pump water control valves. They have p 112 cut groove inlet and outlet connections `i i ;M tdel B -N iGro Grooved d b�•I�SflA Model BFV-N Grooved End that are suitable for use with grooved Butterfly Valves are UL and C-UL List- end pipe couplings that are listed and ed and FM Approved. approved for fire protection systems. In addition, the Model BFV-N Grooved For applications requiring supervision End Butterfly Valves are listed by the of the open position of the valve, the California State Fire Marshall under Gear Operators for the Model BFV-N Listing No.7770-1670:100. Butterfly Valves are provided with two sets of factory installed internal All laboratory listings and approvals are switches each having SPDT contacts. for indoor and outdoor use. Friction Loss The supervisory switches transfer their The approximate friction loss, based p Y Marxirx�tarn l�far�ira Ptesstsr electrical contacts when there is move- a 2-1/2-,B lncti t NGS-DN200): on the Hazen Williams formula and ex- electrical from the valve's normal open po- 300 ice'(20,`)tar pressed in equivalent length of pipe with C= 120, is as follows.The data is sition during the first two revolutions of the handwheel. • 1C9 irse%f�#�'25(l)' based on friction loss information col- 9T5 psi(12,0 fir) lected at a typical flow rate of 15 feet WARNINGS Maternal"at Oonstruation, per second. The Model BFV-N Grooved End But- Body •6.9 feet of 2-1/2 inch Sch. 40 pipe terfly Valves described herein must be Ductile iron conforming to ASTM A-395 for the 2-1/2 inch valve. installed and maintained in compliance Body Coating •8.7 feet of 3 inch Sch. 40 pipe for with this document, as well as with the Polyamide the 3 inch valve. applicable standards of the National Disc •4.5 feet of 4 inch Sch. 40 pipe for Fire Protection Association,in addition Ductile iron conforming to ASTM A-395 the 4 inch valve. to the standards of any other authori Disc Seal •6.6 feet of 5 inch Sch. 40 pipe for ties having Jurisdiction. Failure to do Grade EPDM"E"encapsulated rubber the 5 inch valve. so may impair the performance of conforming to ASTM D-2000 • 11.1 feet of 6 inch Sch.40 pipe for these devices. P�P The owner is responsible for maintain Upper&Lower Stem the 6 inch valve. Type 416 Stainless Steel conforming • 10.2 feet of 8 inch Sch.30 pipe for ing their fire protection system and de- to ASTM 582 the 8 inch valve. vices in proper operating condition. The installing contractor or sprinkler Lower Plug • 12.1 feet of 10 inch Sch.30 pipe for manufacturer should be contacted PVC the 10 inch valve. with any questions. Operator Gear operator with iron housing Pa►g . I tiff 4 MAY" 2007 TFPISIO Page I of 4 TFPISC Nominal Pipe Nominal Installation Dimensions in Inches and(mm) Weight Valve O.D.Sizes A B C D E F G H Ihs. (kg) 2-1/2" 2.88 3.85 11.71 3.25 5.43 6.00 7.81 2.50 22 DN65 (73,0) (98,0) (297,4) (83,0) (137,9) (152,4) (198,4) (63,5) 0 (10,0) 3" 3.50 3.85 12.25 3.54 5.68 6.00 7.81 2.50 23 DN80 (88,9) (98,0) (311,1) (90,0) (144,2) (152,4) (198,4) (63,5) 0 (10,4) 4" 4.50 4.56 13.95 4.35 6.58 .6.00 7.81 2.50 0 28 DN100 (114,3) (116,0) (354,3) (110,0) (167,1) (152,4) (198,4) (63,5) (12,7) 5" 5.56 5.86 14.93 4.84 7.07 6.00 7.81 2.50 31 DN125 (141,3) (149,0) (379,2) (123,0) (179,6) (152,4) (198,4) (63,5) 0 (14,1) 6" 6.63 5.86 17.31 5.93 8.35 6.00 7.81 2.50 0.67 41 DN150 (168,3) (149,0) (439,7) (151,0) (212,0) (152,4) (198,4) (63,5) (17,0) (18,6) 8" 8.63 5.26 19.20 6.87 9.29 6.00 7.81 2.50 5.86 53 DN200 (219,1) (134,0) (487,7) (174,0) (236,0) (152,4) (198,4) (63,5) (148,8) (24,1) 10" 10.75 6.29 25.11 9.17 11.50 9.00 7.68 3.00 7.41 88 DN250 (273,1) (160,0) (637,8) (233,0) (292,1) (228,6) (195,1) (76,2) (188,2) (40,0) G F -�{ HANDWHEEL INDICATOR I+ FLAG 1/2"NPT CONDUIT CONNECTION GEAR OPERATOR E O BODY D B DISC 1 H C FIGURE MODEL B N GROOVED END BUTTERFLY ERFLY VALVE NOMINAL DIMENSIONS-- Page 4 of 4 TPPiSiO Limited Ordering Warranty roc d li '`e Products manufactured by Tyco Fire Grooved End Butterfly Valves: & Building Products (TFBP) are war- Specify: (specify inch size) Model ranted solely to the original Buyer for BFV-N Grooved End Butterfly Valve ten(10)years against defects in mate- with internal supervisory switches, rial and workmanship when paid for P/N(specify). and properly installed and maintained ValveSlz¢- Valve Part Number under normal use and service. This 2 irz 59.���-F i325N warranty will expire ten(10)years from 3 59-3iYb F'obN date of shipment by TFBP. No warran- 4 ,•... ... .... 303-P-b4YJN ty is given for products or components 5. _... ..... .....5 spa-F-o50N manufactured by companies not af- a.......................... ...................... filiated by ownership with TFBP or for ...... . •. .- _ . .......s9-S©'b-1=-DYON products and components which have . ... ... ..• .. s-ao0o79N been subject to misuse, improper in- stallation,corrosion,or which have not been installed,maintained,modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association,and/or the standards of any other Authorities Having Juris- diction.Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it,any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties,ex- press or implied including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products,materi- als or components, whether the claim is made in contract,tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. b nA8&BUILDING PRODUCT&,451 North Cannon Avenue,Lansdale Pennsylvania 19446 Figure 811 90°Elbow Size A B Part Weight Box [-AT Inches Inches Inches Number Lbs. Oty. '/2 1Va 9/16 86206 0.24 240 314 15/16 3/4 86205 0.40 120 - 1 1'/2 13hfi 86200 0.64 70 B E B A 11/4 13/4 11116 86201 0.95 40 Figure 815 — �F 1112 115/1s 13/16 86202 1.24 30 Reducing Tee — 2 21/4 1112 86203 1.74 20 2'/2 211/16 19/16 86204 3.28 10 r Size A B C D E F Part WL Box B—. Inches Inches Inches Inches Inches Inches Inches Number Lbs. Oty. 3/4 X 314 X 112 13/i 131,6 11/4 5/8 5/s "/1s 86235 0.46 95 3/4 X 3/4 x 1 1'/16 17/46 13/s /8 '/a "/1s 86755 0.68 65 Figure 812 1 x'/z x 1 11/2 13/8 11/2 13/16 13116 '3/16 86236 0.70 55 90°Reducing Elbow c A 1 x 314 X 1/2 11/4 13/16 13/8 9116 5/a 13/16 86756 0.63 80 ___ 1x3/4X3/4 1118 15/16 1 /16 11/16 3/4 7/, 86757 0.68 65 1x3/4x1 11/2 1 /16 11/2 ]Ilia 7/8 13/16 86237 0.77 55 Size A B C D Part Weight Box 1 x 1 x'/2 1'/4 114 13/8 a/1s '/16 73/16 86238 0.66 65 Inches Inches Inches Inches Inches Number Lbs. 0ty. I x 1 2( /4 13/a 13/8 17/16 11/16 11/16 7/8 86239 0.73 60 3/4 x 1/2 13/16 13/16 5/s 518 86342 0.33 160 1 x 1 x 11/4 111/16 1/Is 19/16 1 1 7/s 86240 0.97 45 1 X 1/2 1114 13/a 9/,s 13/18 86210 0.44 110 1 X 1 X 11/2 173/16 113/16 15/8 111. 11/8 7/, 86241 1.14 35 1 x 3/4 13/8 17/16 11/16 7/8 86211 0.53 90 11/4 x 1 x'/2 115/16 1'/4 1'/16 5/e 9/16 1 86242 0.81 50 11/4 x'12 15/16 11/2 5/8 15/16 86212 0.64 75 1'/4 x 1 x 3/4 1 /16 13/8 15/8 3/4 "/1s 11/16 86243 0.90 50 11/4X3/4 17/16 15/8 3/4 11/16 86213 0.75 60 11/4 X 1 X 1 19/16 11/2 111/16 7/8 13/16 1 86244 1.03 45 11/4X1 19/16 111!16 7/6 1 86214 0.77 55 11/4 x 1 X 11/4 13/4 117/18 13/4 1'/16 1 11/16 86245 1.10 40 11/2X3/4 1112 13/4 3/4 13/16 86221 0.95 45 1'14 X 1 X 1112 1'/8 113/16 113116 13176 1'/6 11/16 86246 1.43 30 11/2X1 11/8 113/16 7/8 1'/. 86215 0.99 40 11/4X 11/4 X 1/2 13/8 13/6 19/16 71/16 11/16 1 86247 0.87 45 11/2X11/4 113/16 17/8 11/8 13/16 86216 1.14 35 11/4X1 V4X3/4 17/16 17/15 15/a 3/4 3/4 11/16 86248 0.96 45 2 x 3/4 11/8 115/16 7/8 13/s 86217 1.39 30 1114 x 11/4 x 1 19/16 19/16 11'/16 7/9 /8 1 86249 1.10 40 2 x 1 13/4 21/4s 2 15/16 86218 1.58 25 11/4X1114X111 1718 17/6 113/16 113/16 113116 16 86250 1.50 30 2 x 11/2 2 23/16 11/4' 17/16 86220 1.67 20 11/4X11/4x2 21/8 2114 2 17/1s 17/16 11/. 86251 2.00 24 2'12 x 2 23/8 25/a 11/4 17/s 86262 3.01 15 11/2 x 1 x'/2 17/16 15/1s l"/is "/1s 5/a 11/8 86252 0.97 40 11/2X1 X314 11/2 13/8 13/4 3/4 '1/16 13/16 86253 1.14 40 112 x 1 x 1 15/8 11/2 173/16 7/8 13/is 11/s 86254 1.14 30 11/2 x 1 X 11/2 175/16 113/16 115/16 13/16 1'/8 13/18 86255 1.52 30 Figure 813 1'/2x1'/4x1/2 17/16 15/16 11116 "/16 5/8 11/8 86257 1.03 40 45°Elbow Size A B Part Weight Box 1'/2x11/4x3/4 1'/2 17/16 13/4 3/4 314 13116 86258 1.10 40 Inches Inches Inches Number Lbs. Qty, 11/2x11/4x1 15/a 19/16 113/,6 /8 7/e 11/a 86259 1.31 30 A 12 '/8 3/8 86780 0.22 250 1V2x11/4x2 23/16 2'16 2 1'ha 11/14 11/4 86260 1.94 20 3/4 1 '/1s 86781 0.33 150 11/2x1'/2x1/2 V/16 17/16 111/16 "/16 "/16 1'/a 86261 1.14 35 I 111. 13/16 86280 0.48 90 11/2X11/2X3/4 11/2 11/2 13/4 314 3/4 13/16 86262 1.23 35 q �I 1'/4 15/16 5/a 86281 0.73 50 11/2X11/2X1 Isle 15/s 113/16 7/s 7/a 11/8 86263 1.38 30 11/2 17/16 "/16 86282 0.93 35 1'/2x 1'/2x 11/4113/16 113/16 11/s 11/16 1'/16 13/16 86264 1.50 30 2 1"/1s 75/16 86283 1.55 18 1'/2x1'/2x2 23/16 23/16 2 17/16 17/16 1114 86265 2.00 20 2'/2 115/6 1 86782 2.70 12 2 x 1 x 2 2'A 2 21/4 1'/2 15/16 11/2 86266 2.18 15 2x1'/4x2 21/4 21/s 2'/4 1'/2 17/16 11/2 86267 2.31 15 2 x 1'/2 x 1/2 11/2 17/16 1718 314 "/1s 15/16 86268 1.50 30 2 x 11/2 x 3/4 15/8 11/2 175/16 '/a 314 13/6 86269 1.61 25 Figure 814 2x 11/2x1 13/4 15/6 2 1 718 15/16 86270 1.65 20 Tee Size A B Part Weight Box 2x1'/2X1112 21/1s 115/16 23/16 15116 13/16 17/16 86272 2.03 20 t'—AT Inches Inches Inches Number Lbs. Qty. 2x1'/2x2 2'/, 231,6 2'/, 1'/z 1 /,6 1112 86273 2.37 15 1/4 11/a 9/16 86340 0.33 150 2 x2x 1/2 11/2 1'/2 17/8 314 3/4 15/16 86222 1.50 30 IA B 314 15/,s 3/4 86341 0.50 90 2x2x3/4 15/8 15/8 115/16 7/8 7/s 1316 86223 1.67 20 I-B 1 1'/2 13/16 86230 0.85 60 2 x2 x 1 13/4 13/4 2 1 1 1511 s 86224 1.91 20 11/4 1314 1'/16 86231 1.30 35 2 X 2 x 11/4 1'/8 17/a 2'/s 1'/a 11/8 17/16 86225 2.05 20 q 8 i A 1'/2 115/16 13/16 86232 1.63 24 2 x 2 x 11/2 2 2 23/16 11/4 1114 1 V2 86226 2.11 I 15 2 2'/� 1'/z 86233 2.63 12 2 x 2 x 2'/z 2514 2514 23/e 1714 1'/4s 86227 3.67 10 2Vz 2 /16 19/16 86234 4.55 8 21/2x2x3/4 13/4 15/a 2'/16 5/a '/a 13/4 86274 2.22 15 -2- Figure 816 Figure 825 Reducing Coupling Extension Piece Size A B Part Weight Box Size A Part Weight Box Inches Inches Inches Number Lbs. Qty. Inches Inches Number Lbs. Qty. 3/4 X'12 13/4 "/1s 86772 0.38 240 '/2 x 11/2 11/2 72751 0.20 300 A 1 X'/2 1"/16 '/2 86228 0.38 200 — /2 x 2 2 72980 0.27 250 I Li. 1 x 3/4 13/4 '/z 86229 0.53 110 I_— 3/4 X 1'/2 11/2 72981 0.22 250 A 3f4 X2 2 2 72982 0.31 200 D 6 Figure 817 C Figure 827 Cross - � — Hex Bushing Size A B C D Part Weight Box I Size A Part Weight I Box Inches Inches Inches Inches Inches Number Lbs. Qty. Inches Inches Number Lbs. Qty. 1 1'/2 1'/2 13/16 W16 86284 0.97 45 1 x 1/2 11/16 72726 0.22 280 11/4 13/4 1314 1'116 1'116 86285 1.59 25 1 x 3/4 1'11s 72762 0.18 280 1'/2 V'/l6 116 13/16 13116 86286 1.89 20 11/4 x 1 13/16 72763 0.31 150 2 21/4 2'/4 11/2 1 /2 86287 2.93 10 1'/z x 1 11/4 72757 0.53 100 11/4 X 11/4)(1 x 1 1"/1s 1'/16 1 '/s 86289 1.25 30 11/2x1'/4 1114 72764 0.35 100 11/2 X 11/zx 1 x 1 113!15 15/8 11/16 175/1e 86322 1.48 24 2 x 1 13/s 72759 0.75 80 2 x 2 x 1 x 1 2 13/4 1'14 11/16 86291 2.64 10 2 x 11/4 13/8 72761 0.69 80 2 x 11/2 13/s 72775 0.62 80 Figure 818 B A Straight Coupling Figure 830 e , Brass Seat Union Size A B Part Weight Box Size A B Part Weight Box Inches Inches Inches Number Wrench Lbs. Qty. Inches Inches Inches Number Lbs. Qty. '/2 13/s 5/15 72779 1'/s 0.18 360 112 1'/e "/is 86207 0.47 110 3/4 1518 9/is 72778 13/8 0.26 200 314 2 15/1s 86275 0.66 80 1 13/4 3/s 72755 1"/is 0.44 110 1 2311& "/1s 86276 1.08 50 1 2 9/16 72754 2 0.54 75 1114 21/2 16 86277 1.54 35 1'/2 23/16 314 72753 2114 0.71 60 11/2 25/8 13/16 86278 2.03 25 2 2518 11/a 72752 23/4 1.15 30 LL 3'/a 1518 86279 3.15 18 2'12 3 314 72758 33/6 2.29 18 Figure 820 Size A Part Weiht Box Figure 719 Size A Part Weight Box Plug Inches Inches Number Lbs. Oty. Inches Inches Number Lbs. Oty.__[ T____ A { 1/2 7/e 72776 0.15 500 112 15/is 86292 0.10 500 3/4 1 72777 0.22 JL L 1'/B 86293 0.18 $00 1 13/16 72824 0.33 180 A 1 11/4 86294 0.28 200 1'14 15116 72756 0.54 110 11/4 13/e 86295 0.50 110 1'/z 13/a 72822 0.68 80 1'/z 17/16 86296 0.70 80 2 1112 72823 0.96 45 2 1112 86297 0.90 45 21/2 13/4 72825 1.80 25 -3- Street Elbows mc FFCalifornia TeesLVfIV Size A B C Part Weight Box Size A B C D Part Weight Box Inches Inches Inches Inches Number lbs. Oty. Inches Inches Inches Inches Inches Number lbs. Qty. 1 X'12 1'/2 3/4 3 42003 0.70 80 1 x'/2X 1 11/2 7Ia 3 3/a 42000 0.95 50 1 X 1 1'/2 314 3 42002 0.90 60 1 x 1 x 1 1'/2 3/4 3 3/4 42001 0.95 45 Limited which have not been installed, IN NO EVENT SHALL TYCO FIRE maintained, modified or repaired in PRODUCTS BE LIABLE, IN Warranty accordance with applicable CONTRACT, TORT, STRICT Standards of the National Fire LIABILITY OR UNDER ANY Protection Association (NFPA), OTHER LEGAL THEORY, FOR Products manufactured by Tyco and/or the standards of any other INCIDENTAL, INDIRECT, Fire Products are warranted solely Authorities Having Jurisdiction. SPECIAL OR CONSEQUENTIAL to the original Buyer for ten (10) Materials found by Tyco Fire DAMAGES, INCLUDING BUT NOT years against defects in material Products to be defective shall be LIMITED TO LABOR CHARGES, and workmanship when paid for either repaired or replaced, at Tyco REGARDLESS OF WHETHER and properly installed and Fire Products'sole option. Tyco TYCO FIRE PRODUCTS WAS maintained under normal use and Fire Products neither assumes, nor INFORMED ABOUT THE service.This warranty will expire authorizes any person to assume POSSIBILITY OF SUCH ten (10)years from date of for it, any other obligation in DAMAGES,AND IN NO EVENT shipment by Tyco Fire Products. No connection with the sale of products SHALL TYCO FIRE PRODUCTS' warranty is given for products or or parts of products. Tyco Fire LIABILITY EXCEED AN AMOUNT •components manufactured by Products shall not be responsible EQUAL TO THE SALES PRICE. companies not affiliated by for sprinkler system design errors THE FOREGOING WARRANTY IS MADE ownership with Tyco Fire Products or inaccurate or incomplete IN LIEU OFANYAND ALL OTHER or for products and components information supplied by Buyer or WARRANTIES EXPRESS OR IMPLIED which have been subject to misuse, Buyer's representatives. INCLUDING WARRANTIES OF improper installation, corrosion, or MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE. General Notes:It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified t t..N.. to be compatible for the specific application. fay'`_ tt14CO/FlowControl/Tyco Fire Products -4- Printed U.S.A.10-01 • ► I ! 1 1 Threaded Fittings Tyco Fire Products--www.tyco-grooved.com CENTRAL 451 North Cannon Avenue, Lansdale,Pennsylvania 19446---USA ____— Customer Service/Sales:Tel: (215)362-0700/Fax: (215)362-5385 Grooved Piping Products Technical Services:Tel:(800)381-9312/Fax: (800)791-5500 General Technical Ordering Description Data Procedure Ordering Information:When placing Figures:811, 812, 813, 814, 815, an order, indicate the full product See Fire Protection 816, 817, 818, 820, 825, 827, U F nn name.Please specify the quantity, Submittal Sheet for 830,719, California Tees, and figure number and size. pressure rating and Listing Street Elbows and Approval information Sizes: '/2"-2'/2" Availability and Service: Grooved Maximum Working Pressure: Piping Products,valves,accessories Ductile Iron threaded fittings(with 800 Series, California Tees, and other products are available the exception of California Tees and and Street Elbows: 300 psi throughout the U.S., Canada, and Street Elbows)conform to ANSI Figure 719: 250 psi internationally,though a network of B16.3. They are higher in strength Approvals: UL, and FM distribution centers. You may write and more corrosion resistant than Note:See Fire Protection directly or call 215-362-0700 for the cast iron fittings.The additional Submittal Sheet for exact distributor nearest you. strength is provided by the ductile Listing/Approval information. properties making up the fitting.This Manufacture Source: is accomplished by adding Imported magnesium while the iron is being Material: Care and poured into it final cast shape.This Ductile Iron, conforming to provides an advantage as the ANSI B16.3 (Note: Figure 719 Maintenance fittings are not as susceptible to Plugs are constructed of Cast leaks or cracking and they are also Iron) The owner is responsible for the lighter than standard cast iron. Thread: N.P.T. inspection,testing,and Caution:Installers who have not used maintenance of their fire protection ductile iron threaded fittings before system and devices in accordance should be instructed that the fittings with the applicable standards of the are stronger than the pipe and over- Installation National Fire Protection Association tightening the fitting can create leaks (e.g., NFPA 25),in addition to the and cause damage to pipe threads. In standards of any authority having general, there is about one-half turn jurisdiction.The installing contractor difference between cast iron and Apply Teflon Tape or high quality or product manufacturer should be ductile iron fittings.Apply Teflon tape pipe joint compound on the male contacted relative to any questions. or high quality pipe joint compound on pipe threads and tighten two to Any impairment must be the male pipe threads and tighten two three turns beyond hand tight. immediately corrected. to three turns beyond hand tight. If (See caution in first column) It is recommended that automatic you are using an automatic make-on sprinkler systems be inspected, machine,please exercise caution in tested, and maintained by a setting your machine to the proper qualified Inspection Service. parameters prior to tightening fittings onto the male pipe threads. No.21-3.0 • - • • - • � ! icta�u1icJ Style 744 An so 9001 certified company FireLockT" Flange Adapter PRODUCT DESCRIPTION Style 744 FireLock Flange Flange adapters should not with the color coded lip on adapter is designed for be used on FireLock fit- the pipe and the other lip directly incorporating tings.When wafer or lug- facing the mating flange. flanged components with type valves are used adjoin- FireLock products corn- bolt CL. 125 or CL. 150 ing a Victaulic fitting, bolt hole patterns into a check disc dimensions to prise a unique system spe- y grooved pipe system. Sizes assure proper clearance. rote t designed for fire 2 8" (50 200 mm)are protection services. Fire- hinged for easy handling FireLock Flange adapters Lock fittings are a CAD- 2-8"Sizes with integral end tabs should not be used as developed, hydrodynamic which facilitate assembly. anchor points for tie-rods design which have a across nonrestrained shorter center-to-end U� UDC The design incorporates joints.Mating rubber faced dimension than standard FM small teeth inside the key flanges,valves,etc.,require fittings.A FireLock Style shoulder I.D. to prevent the use of a FireLock 005 rigid coupling has a rotation. Flange washer. unique,patented angle-pad design. Because of the outside FireLock Flange gaskets flange dimension, FireLock must always be assembled DIMENSIONS Max. Max. Sealing Pipe Surface Dimensions Pres. Load No. Bolt Style 744 Inches/mm Work End Inches/mm Inches/..millimeters I Ea. Ea. Sizes 2-8"(50-200 mm) Nom. Actual PSI* Lbs.* Bolts t Size t "A" "B" Lbs. ANSI Class 125 and 150 Flange Size Size kPa N Req'd. Inches Max. Min. W X Y Z k^ 2 2.375 175 77� 4 5/a X 23/4 2.38 3.41 6.75 6.00 4.75 0.75 2.7 z;< I 21/2 2875 175 1135 4 %X3 2.88 3:91 7.88 7.00 5.50 0.88 4.2 7 O)/i---. -- I 3 3.500 175 1685 3.50 4.53 8.44 7.50 6.00 0 94 4.8 O O I i:c4 5/a X 3 . A' Y 4 4.500 175 2780 8 %X3 4.50 5.53 9.94 9.00 7.50 0.94 7.1 X/ e ( 5 5.563 175 4250 5.56 6.71 11.00 10.00 8 50 1 00 8.3 OC� O ° I 6 6.625 175 6030 6.63 7.78 12.00 11.00 9.50 1.00 9.3 2d3:: 8 3/4X31/2 Note:Gray area of mating face must 8 8.625 175 10219 8 3/4 X 31/2 8.63 994 14.6.3 13.50 11.75 1.13 13.9 be free from gouges,undulations or . deformities of any type for effective Refer to notes on Page 2. sealing. tTotal bolts required to be supplied by installer.Bolt sizes for conventional flange-to-flange connection.Larger bolts aye required when Vic-Flange adapter is utilized with wafer-type valves. Victaulic Company of America•P.O.Box 31,Easton,PA 18044-0031 •4901 Kesslersville Rd.,Easton,PA 18040•610/559-3300•FAX:610/250-8817 1477 Rev.A 9/96 g Registered Trademark Victaulic Company of America ©Copyright 1996 Victaulic Company of America Printed in U S.A. VIC-FLANGE ADAPTER NOTES 1.The Style 744(2-8150-200 mm) 6.Flange Washers:FireLock Flange C.When mating a rubber faced — design incorporates small teeth in- adapters require a smooth hard flange: the Flange Washer is side the key shoulder I.D.to pre- surface at the mating flange face placed between the FireLock vent rotation, for effective sealing.Some applies- Flange adapters and the rub- 2.FireLock Flange adapter should tions for which the Vic-Flange bar faced flange. not be used on FireLock fittings, adapter is otherwise well suited do D.When mating AWWA cast When wafer or lug-type valves are not provide an adequate mating flanges to IPS flanges: the used adjoining a Victaulic fitting, surface.In such cases,it is recom- Flange Washer is placed be- check disc dimensions to assure mended that a metal Flange Wash- tween two FireLock Flanges. proper clearance. er be inserted between the The hinge points must be ori- FireLock Flange adapter and the ented approximately 90° to 3.FireLock Flange adapters should mating flange to provide the neces- each other.If one flange is not not be used as anchor points for tie- sary sealing surface a FireLock Flange adapter rods across nonrestrained joints. g p Mating rubber faced flanges, Typical applications where a Flange (e.g., flanged valve), then a valves,etc require the use of a Washer should be used are: standard flatflange gasket FireLock Flange washer. A.When mating to a serrated must be placed adjacent to flange: a standard flat flange that flange and the Flange 4.Area A-B noted in the above draw- gasket should be used adjacent Washer inserted between the ing must be free from gouges,un- to the serrated flange and then flange gasket and the FireLock dulations or deformities of any type the Flange Washer is inserted Flange adapter. for effective sealing, between the FireLock Flange E.When mating to components 5 FireLock Flange adapter gaskets adapter and the flange gasket. (valves, strainers, etc.) where must always be assembled with the B.When mating to a wafer valve: the component flange face has color coded lip on the pipe and the where typical valves are rubber an insert: follow the same ar- other lip facing the mating flange. lined and partially rubber faced rangement as in Application 1. (smooth or not), the Flange F.When mating to a Series 708-W Washer is placed between the Butterfly valve, Style 744 may valve and the FireLock Flange only be used on one side of the adapter. connection. When ordering Flange Washers, always specify product style(Style 744)and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing:Ductile iron Underwriters Laboratories are not recommended.Refer- conforming to ASTM A-536. Inc.and Approved by Fac- ence should always be made to Coating:Black enamel tory Mutual Research for wet the latest Victa tic Gasket O Optional:Hot dipped and dry(oil free air)sprinkler Selection Guide for specific gas- galvanized services to 175 PSI(1200 kPa) ket service recommendations Bolts/Nuts:Supplied by using the Grade"E"-type A and for a listing of services gasket. which are not recommended. installer `Services listed are General Ser- Hinge Bushing:2-8" (50- Gasket*: vice Recommendations only.it 200 mm).Electroplated steel. O Grade"E"EPDM-Type A should be noted that there are (Violet color code).FireLock services for which these gaskets products have been Listed by NOTES Working Pressure and End Load are total,from all internal and external loads,based on standard weight steel pipe.standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1'h times the figures shown. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING:Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shall be manufactured by Victaulic Company.All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. 10.04 - 2 allied TUBE&CONDUIT 1 /jam% A tgcO fMERNRT7ONAL LTD.COMPANY _ Fa O �Y 1<I aL 7Q O 0 so I O j A 3 t� tX r J 0 9! ro V 1A SCHE 'DULEm *100 S4-16 • SchedulemlOO/Schedulem4W Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-l0/Schedule-40 sprinkler pipe you get UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1'/4"- 8") pipe and Sch-40 (1"—2'/V") pipe have passed the same thorough lab testing as our other listed pipe products. and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. r Schedule-10/Schedule-40 product Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift can be "hot-dip" galvanized to NPS I.D. H2O Filled Lift 21' 24' 25' meet FM requirements for dry x 1" 1.049 1.680 2.05 70 2470 2822 2940 systems in accordance with the *25 26.6 2.5 3.05 70 1120 1280 1334 zinc coating specifications of X 11/4" 1.380 2.270 2.93 51 2431 2778 2894 ASTM A-123. * 32 35.1 4.36 4.36 51 1103 1260 1313 x 11/2 1.610 2.720 3.61 44 2513 2872 2992 *40 40.9 4.0 5.37 44 1140 1303 1357 ' x 2" 2.067 3.650 5.13 30 2300 2628 2738 * 50 52.5 5.4 7.63 30 1043 1192 1242 Our advanced formula mill coating *21/2" 2.469 5,790 7.86 19 2310 2640 2750 offers a clean, durable surface. It is *65 62.7 8.6 11.73 19 1048 1197 1247 also paint-ready for custom color applications without special preparation. • Product Nominal Wt/Ft Wt/Ft Pcs/ Wt/Lift Wt/Lift Wt/Lift ' NPS I.D. H2O Filled Lift 21' 24' 25' Meets "Buy American" requirement x 1" 1.097 1.400 1.81 91 2675 3053 3185 and is available through distributors in *25 27.9 2.1 2.70 91 1213 1385 1445 the USA, Canada and Mexico. x 11/4" 1.442 1.810 2.52 61 2319 2664 2760 *32 36.6 2.7 3.75 61 1052 1208 1252 x 11/2" 1.682 2.080 3.04 61 2664 3045 3172 *40 42.7 3.1 4.52 61 1208 1381 1439 x 2" 2.157 2.640 4.22 37 2051 2344 2442 Schedule-10/Schedule-40 pipe are in *50 54.8 3.9 6.28 37 930 1063 1108 compliance with the "following: x 21/2" 2.635 3.530 5.89 30 2224 2542 2648 ASTM A-1 35, and NFPA 13. *65 66.9 5.3 8.77 30 1009 1153 1201 Both pipe products have a working pressure x 3" 3.260 4.330 7.94 19 1728 1975 2057 rating of 300 psi maximum and also *80 82.8 6.4 11.82 19 784 896 933 meet the stringent requirement for the x 4" 4.260 5.610 11.78 19 2238 2558 2665 following tests: *90 108.2 8.3 17.53 19 1015 1160 1209 • Welded Outlets x 5" 5.295 7.77 17.33 10 1632 1865 1943 *125 134.5 11.56 25.80 10 740 846 881 • Hydrostatic Pressure x 6" 6.357 9.290 23.03 10 1951 2230 2322 • Side Wall Rupture *150 161.5 13.8 34.27 10 885 1012 1053 • Vibration Test x 8" 8.249 16.490 40.15 7 2424 2770 2885 *200 209.5 24.5 59.75 7 1100 1256 1309 Listed Approved Listed $allied TUBE&CONDUIT 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S4-17 #29/Printed in USA/IP/2.99/10M/©1999 APR-04-2007 14=40 PACIFIC FIRE SAFTEY P.03 -dowers. FASTENERS SPECIFICATION & DESIGN MANUAL Steel Dropin'" Ultimate Load Capacities for Steel Dropin in Normal-Weight Concrete"'" ~' Rod/Anchor Minimum Minimum Concrete Compressive Strength (f�) Diameter Embedment 2,000 St(13.8(vlPa Depth P ) 4,000 psi(27.6 MPa) 6,000 psi(41,4 MPa) d hr Tension Shear Tension Shear Tension Shear in, in- Ibs, lbs. lbs. lbs. 11 N_ N) (MM) (mm) (kN) 0) (kN) (kN) 1/4 1 1140 2,120 1,965 2,120 2,080 2,120 (6-q) (25.4) (5.1) (9.5) (8.9) (9.5) (9.4) (9.5) El 1 9116 2,180 4,585 4,180 4.585 4,950 4,585 (39.7) (9.6) (20.6) (18,6) (20.6) (22,3) (20,6) 2 4,105 6,400 5,760 6,400 • 6,585 6,400 (50.8) (16,5) (28.8) (25.9) (28.8) (29.6) (28.6) 5/8 21/2 4,665 12,380 7,440 12,380 10,920 12,380 (15.9) (63.5) (21.0) (55.7) (33.5) (55.7) (49.1) (55.7) 3/4 33116 8,580 15,680 14,405 15,680 17,300 15,660 (19.1) (81.0) (58,6) (70,6) (64.8) (70.6) (70.6) 1.Tabulated load values are applicable to carbon and stainless steel anchors. 2.The values listed above are ultimate load opacities which should be reduced by 4 minimum sa(oty factor of 4.0 or greater to determine the allowable working load. 3.Linear Interpolation may be used Co determine ultimate loads for intermediate compressive strengths, Allowable Load Capacities for Steel Dropin in Normal•Weight Concrete'.'Za.4 Rod/Anchor Minimum 1 Minimum Concrete Compressive Strength (f') Diameter Embedment Depth 2,000 psi(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi(41.4 MPa) d by Tension Shear Tension Shear Tension Shear in. in. Ibs, lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1 285 530 495 530 520 530 318 1 9/16 545 1,145 1,045 1,145 1,240 1,145 1/2 2 1,025 1,600 1,440 1,600 1,645 1,600 518 2 1/2 1,165 3,095 1,860 3,095 2,730 3,095 3/4 3 3/16 2,145 3,920 3 600 3,920 4,325 3,920 1,Tabulated load values are applicable to carbon and stainless steel anchors, 2.Allowable load capacities listed are calculated using an applied safety factor of 4A. 3.Linear inwrpolation may by used to determbse allowable loads for intermediate cortpres;ive strengths. 4.Allowable loads(or anchors to resist short-term lords such as earthquake or wind may be increased by 33-1f3 percent for the duration of the load,where permlrad by code. Ultimate Load Capacities for Steel Dropin in Structural Lightweight Concretel.t' Rod/Anchor IE4 Minimum Concrete Compressive Strength (f') Diameter 2,000 psi(13-8 MPa) 4,000 psi(27,6 MPa) 6,000 psi(41.4 MPa) nsion Shear Tension Shear Tension Shear (mm) (lbs.) (kN) (s. bN) (N) lbs. lbs. ) 1/4 1,060 1,920 1,360 1,920 1,680 1,920 (6-4) (4.B) (8.6) I (8.6) (7,5) (8.6)3/8 ,040 4,120 3,780 4,120 4,520 4,120(9.5) 13.7) (18.5) (170) (16.5) (20.3) (18.5)1/2 ,240 5,680 4,840 5,680 5,460 5,660(12.7) 19.1) (25,6) (21.8) (25.6) (24.6) (25.6) 5/8 21/2 6,860 9,640 7,840 9,640 6,840 9,640 (15.9) (63.5) (30.9) (43.4) (35.3) (43,4) (39.8) (43.4) 314 3 3/16 10,280 16,460 11,700 16,460 13,120 16,460 (19.1) (81,0) (46.3) (74.1) (52.7) (74.1) (59.0) (74.1) 1.Tabulated load values era applicable to carbon and stainless steel anchors 2.The valves llsre8 above are ultimate load capacities which Should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. 3.Llneer interpolation may be used Co determine ultimate loads for intermediate compressive svengths. Powers USA.(800)524.3244 or(914)235-6300 Canada:(905)673.7295 or(514)631-4216 www.powers.com 173 AP,R-04-2007 14:41 PACIFIC FIRE SAFTEY P.04 ?ewers. Steel Dropin'" SPECIFICATION & DESIGN MANUAL FASTENER S .;: ;LO: ; 1 __ ____________ lloble Load Capacities for Steel Dropin in Structural Lightweight Concrete-., Rod/Anchor Minimum Minimum Concrete Compressive Strength ff�) Diameter EmDDed hens 2,000 psi(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi(41.4 MPa) P d h• Tension Shear Tension Shear Tension Shear in. in, lbs. lbs, lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (0) (O) 1/4 1 265 48D 340 480 415 480 (6.4) (25.4) (1,2) (2.2) (1.5) (2.2) (1.9) (2.2) 3/8 1 9/16 760 1,030 945 1,030 1,130 1,030 (9.5) (39.7) (3.4) (4.6) (4.3) (4.6) (5.1) (4.6) 1/2 2 1,060 1,420 1,210 1,420 1,365 1,420 (12.7) (50.8) (4.8) (6.4) (5.4) (6.4) (6.1) I (6.4) 5/8 2 112 1,715 2,410 1,960 2,410 2,210 2,410 (15.9) (63.5) (7.7) (10.8) (8.8) (10.8) (9.9) (10.8) 314 3 3/16 2,570 4,115 2,925 4,115 3,280 4,115 (19.1) (81,0) (11.6) (18.5) (13.2) (10.5) (14.8) (18.5) 1.Tabulated load values are applicable to carbon and Stainless steel anchors, 2.Allowable load capacities listed are calculated using an applied safety factor of 4,0. 3.linear interpolation may be used to determine allowable loads for intemsediase compressive strengths. Ultimate and Allowable Load Capacities for Steel Dropin Installed Through Metal Deck into Structural Lightweight Concretet.w•s Lightweight Concrete over minimum 20 Gage Metal Deck, f' ≥3,000(20.7 MPa) Rod/Anchor Minimum Minimum 1-1/2"Wide Deck Minimum 4-1/2" Wide Deck Diameter Embedment Depth Ultimate Load Allowable Load Ultimate Load Allowable Load d h• Tension Shear Tension 1 Shear Tension Shear Tension Shear in. in. Ibs_ lbs. lbs, j lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1 600 2,040 150 510 960 2,040 240 SID (6.4) (25.4) (2-7) (9.2) (0.7) (2.3) (4,3) (9.2) (11) (23) 3/8 1 9/16 600 2,040 150 510 960 2,040 240 510 (9.5) (39.7) (2-7) (9.2) (0.7) (2.3) (4.3) (9.2) (1.1) (2.3) 1/2 2 1,820 2,780 455 695 2,740 5,560 685 1,390 (12.7) (50.8) (8.2) (12.5) (2,0) (3.1) (12.3) (25.0) (3.1) (6.3) 1.the values listed above are ultimate and allowable load capacities Inc carbon and stainless creel anchors installed In sand-li50rweight concrete, 2.Allowable load apecities are cakvloied using a safety(actor of 4.0. 3.Tabulated load values are for anchors installed in the center of the(lute.5pacing distances shall be In accordance with the spacing table for Ilabtwelght concrete listed In the Design Criteria. 4.Flute edge distance equals one-half the minimum deck width. 5.Anchors are permitted to be installed in the lower or upper flute of the metal deck provided the proper installation procedures are malntainod. T - rncz'wa,utUeracrn'c c c es rW ox t.sx A&•h._1Eaw Coot Kiwi 1 sz �erptlw+�]alb em T ? A wa. Y Y t.+ru rune SrLtt 7EtY nn s:.occ I Ir tctr& t�u7r 114 www.powers,com Canada:(905)673.7295 or(514)631-4216 Powers USA:(800)524.3244 or(914)235-6300 APR-04-2007 14:41 PACIFIC F'RE SAFTEY P.05 mowers FASTENERS SPECIFICATION & DESIGN MANUAL Steel Dropin'"- Combined Loading For anchors loaded in both shear and tension,the combination of loads should be proportioned as follows: 1.0 Sl Is _ 0.9 ••'��� Nu 3 Vu i 5 l (N- 3 (Vu 3 $ 08 �•, i j �Nnl +Nn 1Vn l 0.7 �•�'• v„ w i Where: N =Applied Service Tension Load Nu 0.6 �•••1,• i Nn=Allowable Tension Load Nn 0.5 I l Vu=Applied Service Shear Load 0,4I i V„=Allowable Shear Load 0.3 I i .,�•.• Load combinations may be analyzed more conservatively with the 0.2 Nn vn following proportion; 0.1 u 1 � I � 11 1-. •I. i (Nu ) + (VL1 S � 0 Nn `Vn J 0 0.1 0.2 0.3 0,4 0.5 0.6 0.7 02 0.9110 V„ V" Load Adjustment Factors for Spacing and Edge Distances Anchor Installed in Normal-Weight Concrete Anchor Critical Distance Critical I Minimum Distance J Minimum Dimension Load Type (Full Anchor Capacity) Load Factor (Reduced Capacity) Load Factor Spacing(s) Tension and Shear scr=3.0h„ FN=Fv=1,0 smin=1.5 h FN=Fv=0.50 Edge Distance(c) Tension Ccr=14d FN=1.0 cmin=7d FN=0.90 Shear Cr=14d Fv=1.0 jCmin=7d Fv=030 Anchor Installed in Lightweight Concrete Anchor Critical Distance Critical I Minimum Distance Minimum Dimension Load Type (Full Anchor Capacity)j Load Factor (Reduced Capacity) Load Factor Spacing Cr) Tension and Shear sc;=3.0h„ FN=Fv=1.0 smin= 1.5 by fv=F„=0.50 Edge Distance(C) Tension ccr= 14 d FN=1.0 cmin=7 d FN=0,80 Shear Cr 14d Fv=1.0 cm;n= 7d Fv=0.50 Powers USA:(900)524-3244 or(914)235-6300 Canada;(905)673-7295 or(514)631.4216 www.powers.cotn 115 APR-04-2007 1441 PACIFIC FIRE SAFTEY P.06 k ?owers Steel Dropin SPECIFICATION & DESIGN MANUAL FASTENER S Load Adjustment Factors for Normal-Weight and Lightweight Concrete Spacing, Tension (FN) & Shear' V0 Notes:For anchors loaded in tension and shear•the • Dia.(In.) 1/4 318 1/2 critical spacing Oc.,)is equal to 3 embedment depths • h (11, t i 1/2 2 2512 3/4 (3h,•)at which the anchor achieves 100%of load. 3 Minimum spacing(s, )is aqua;to 1,5 embedment s'tr in. 3 41/2 6 71R 9 Smtn(in.) 1 1/2 2 114 3 3 3/4 4 1/2 depths(1.5hv)at which She anchor achieves 50% 1 1/2 0.50 lti' r'.,!2 114 '9enSft»: N ^ D.75 D.5D ri,,:,•�,,.,i,�: ;`(l,'i. r�i'•r, ��1',°SS.7i''�/;W'iri.,.. f 3 1.00 C 3 3/4 ?.✓,,T"R.r r 0.67 0.50 =t>.;i w.�'t tx '`!3'';;irk;✓mss rxr N W . 0.83 0.63 050 +'' _vste.'•'•C::khf 4 �, r, 0.89 0.67 0.53 41/2 1.000 0.75 0.60 a 5 i'v1-','i,'ttA; 0.50 a ':ik .,,,.,,rr. L:rW1A'"•` 0.83' 0.67 0.56 ti a 6 -"—r?tiR.t ,'11'ai it`,, ir:;yk�< 1.00 0.80 7 1/2 '� w r:- 0.67 zs".."P..:9:+..,;t4: %ai .-7z; 1.00 1.00 0.83 9 _ d": ,.rtlikF:,::.G +5-:' r4.,4/ .tttrtiet,�'S;.•",..r,' r•�.wWc "y.; 1.00 Edge Distance, Tension (FN) (Normal-Weight concrete only) Dia. in.) 1/4 3/8 1/2 5/8 3/4 Cc, in.) _ 31/2 5 114 7 53/4 10 1/2 Cm;n (in.) 1 314 2 5/8 3 112 43/8 5 1/4 1 3/4 0.90 s1.xiW::'` rf;� �A:;xt:; -,t :.,tt5`VA•' w„';, .h., i3 ' ' ç ' ' "ç 2 0.91 ?F+.;; " , 1/.c,"ç t: ,:vr C F" 5 . i rX// c 2 518 0.95 090 x4xz yn rr•;sR.,. > g t' 3 097 0.91 31/2 1.00 0.93 0.90 -n Notes:For anchors loaded in tension,the critical 4 3/8 ::ivy ' of fi" 0.97 0.93 0.9D r'.•: :`,;≥./.t w,,,� edge distance(ccr)is equal to 14 anchor diameters 3g� 5 114 Orr31•€ 'vv 1.00 0.95 0.92 0.90 (14d)at which the anchor achieves 100%of load. 6 '! qi;; ','c.;' �, 0.9) 0.94 0.91 Minimum edge distance(c,n;,)is equal to 7 anchor 7 4tç' "%='v" '•*:a'-- 1.00 0.96 0.93 diameters(7d)at which the anchor achieves 90°% 8 5C''i.i <':^.: :;' ^;-.+i4v "�, -!;;!'• ^F:� �"r.4r1 0,93 B 3/4 :^vw L l et•; ;y-'!,,_,.;,t., v,r;.,,.»•... 0.95 of load for normal•weight concrete and 80%of load 0.97 for lightwei ht 10 1/2 ;r ,s..', .rl. ❑ ,. r,, , r 1,00 g concrete. N Edge Distance, Tension (FN) (Lightweight concrete only) Dia.(in.) 1/4W5/83 1/2 5/8 3/4 C',, in.) 3 1127 83/4 10 112 Cm/n(fn.) 1 3/43 1/2 4 3/65 1/4 1 314 0.80qp0.83 .r,e:.✓-!ear• t 1 ti ' ! '' 2 5/8 0.90 0.60 r !.z3r"t<'' ;? ,vr t r..7 � 1�.. L ( +:• C V 3 0.94 0.03 �T�s cei x•°: r .h+.^i. .L'<T M w.t,-: ,nb•..Fj:I' 3 1!2 1,00 4 3/8 yr?:i.`:ri:v ti: 0.93 0.95 0.80 51/4 .i ::r_.t's�.' �- 1 inc 0.90 6 =' -4 ,on:'-vi_' :s{r;' 0.94 00.87 84 0.83 7 :C5 N vPMx5:,, Fr' '.7. , 0.87 , i.00 0.92 0.81 rn 6 f:`:Sfti4r';autrY.'t 'F`&.' 't .Jf ;R ' ,.,:y : .'..5./.c/or- 0.97 0.90 8 3/4 i`;' 0' :Xc'i. 1.00 0.93 10 1/2 t0c43'i ti .:r> r ,:Y ':s- ,; 2r a ..,. z f �� ;il ^'v•:1/ : 1.00 Edge Distance, Shear (F ) Notes:For anchors loaded in shear,the critical edge Dia.(in. 1/4 3/8 1/2 5/8 314 distance(c:,)is equal to 14 anchor diameters(14d) Cu('n• 3 112 5 1/: 7 8 3/4 10 1/Z at which the anchor achieves 100%of load, /n(in.) 13/4 2 5/c 3 1/2 4 9/8 5 114 Minimum edoe distance(c )is equal to 7 anchor 1 314 0,50 :x„r, • ' : yrv;:; diameters(7d)at which the anchor achieves 50% 2 0.57 [ is ` y sa•i of load. 2 518 0.75 0.50 r' •».ti ., y r:;uL;f, . :7':.,..:rr4.' i_________________ 6 '•= rrss+r i•an> :,a'^ r. >s�,, 5 0.60 0.50 0,86 0.69 0.57 C o, 6 v- :a ��:x�'"4'�"['�y'g:'.•r-=:r :,,:;:1_' 0.b0 0.67 � ";a x;;.i,r-w, 0.91 0.76 8 3/4 ;', sii.i:�'t;��;`•T_'ti ;1� '15.74^. 1.00 10 t'``,:r- '/' _ 0.83 ,.i d�r:7��:�r- .,yirS .:`err cl a� (fi'"'� ' �?��i':x:'•'.>• ':7rK° 0.95 101/2 1,.,'}'.}.`t:Y'i.,iis!:.J i:,,.7, i;�+ ,.,-+.;f 4' ' " 's :,! 75r•A., U::• 1.00 116 www.powers.com Canada:(905)673-7295 or(51 d)631-4216 Powers USA:(800)524-3244 or(914)235-6300 APR-04-2007 14:41 PACIFIC FIRE SRFTEY P.07 ?oWers" FASTENERS SPECIFICATION & DESIGN MANUAL, Steel Dropin'" rrej Carbon Steel Smooth Wall Dropin Cat.No. Rod/Anchor5ize Overall Length Thread Depth Std.Box Std.Carton wt,/100 6304 t/a' 1" 7/16' 100 1,000 2 6306 3/8" 19/16' 5/8" 50 Soo 6 6308 1/2" 2" 13/16" 50 250 12 6320 518" 21/2" 13116" 25 125 32 6312 314" 3 3116" 1 3/e" 10 50 48 Carbon Steel Flanged Dropin (Lipped) Cat.No. Rod/Anchorsize Overall Length Thread Depth Std.Box Std.Carton Wt./100 S 6324 1/4" 1" 7/16"' 100 1,000 Z 1 "f 6326 3/S" 1 9/16" 5/8'" 50 500 6 6328 7/2" 2" 3/16 50 250 t2 Carbon Steel Knurled Wall Dropin Cat.No. Rod/Anchor5ize Overall Length Thread Depth std.Box Std.Carton Wt./100 6340 114" 1„ 7116" 100 1 000 2 6342 3/8" 1 9/16' 518' 50 500 6 6344 1/2" 2" 13/16" 50 250 t2 Type 303 Stainless Steel Dropin Cat.No. Rod/AnchorSize Overall Length Thread Depth Std.Box Std.Carton Wt./100 6204 114" 1" 7/16' 100 1,000 2 6206 3/8" 1 9/16" 5/8" 50 500 6 6208 1/2" 2' 13!16" SO 250 12 6210 5/8" 21/2" 13116" Z5 i25 32 6212 314" 3 3/16" 1 3!8' 10 50 48 Type 316 Stainless Steel bropin Cat.No. Rod/Anchorsize Overall Length Thread Depth Std.Box Std.Carton Wt./100 6224 114" 1" 7/16" 100 1,000 2 6226 318' 1 9/16" 5/8" 50 500 6 °�"!�'*► 6226 112" 2" 13/16" 50 250 12 :. 6230 5/8" 2 1/2" t 3/16" 25 125 3Z 6232 3/4" 3 3/16" t 3;8" t0 SO 48 tiiIiIi Carbon Steel Coil Thread Dropin Cat No Rod/Anchor Size Overall Length Thread Depth Std.Box Std.Carton Wt./100 : ; 6330 1/2" 2" 13/16" SO 250 12 6332 3/4" 3 3/16 1 3/6" 0 (firnk"'___________�=°' Setting Tools for Steel Dropin Cat.No. 6305 6307 6309 6311 6313 Rod/Anchor Size 114` 3/6" 1/2' / 3/d" -- � R� --r+:•, <. •.<�" Pin Len th wLi+x:r_^.. .;�;,:•: 9 39/64' 61/64 5 13 " /16" 1 5/11 6• 161/64" O 2006 Powers Fasteners,Inc. AJI Riphs Rese•'ed. 5t2eI Dropin is a trademark of Powers Faseners.Inc. Powers USA:(800)524.3244 or(914)235-6300 Canada:(905)673-7295 or(514)631.4216 www.powers.com 117 TOTAL P.07 tqCI7 Fire & Building Products T nical Sraiwi s:Tel:( O)3231-93121 Faxc:(&O)7i5&0 www.tyco-fire, , Tyco Fire Products Model CV-1F check Valve General Technical Tyco FreProducts,v ves,armiesandother prodsareavailable�uutttae las.,t�nacfa, Description Data and intemationally, through a network of di lotion venters.You may write clw ectty or call � Mode': OV-1 F 215-x-0700 for the distributor nearest you.165.1 mm,6%S10"and 12" Limited Max.Wong Pro re: 300 p(2068 kPa) Fact" aTet 100%at60opsi(4i37kPal Warranty -Seatafldshellcornpfirsvaithtesire rnt+its Products mans rued by Tyco Fxe Products are of MSS SP-?'l,Ul,FM and ULC y+�,raa>xi sote�,to orif r 1 left10.�Yes rrl I�A t Fat al urP t Ap'rft Fa re UL, ti and Ul C; agairrstdefectsinrrrats wal d�sipwhenpaid L r,/l>Hr�,r, n�„ See Fire RroteCtiofl Submittal Sheet for exact forand prtrerty irrstaired and rrvaaa>prl under norm8l The kkrrdei cJ-i F Fire Rrotecdoc is 1•.istrzp i nformation. turnmw tit vwved etxis and mn befl1d S0Y snd Cap:Otte irrafl cont -r>0 to Err i de i Thiswt T Tyco m#eten 00tym grt roup,5r'rgs.The M CV-1 F ran be ATM A-536.Grade 65-45-12 from o'shin 8y Fire Pr odcrtts. No irs11 i�,vtit AtvSl class 10 RangFs in � '4 clapper Stainless Steel(2`-6')or \rranty is Ewen for produr or t�mporrents F 71 lneazla t and afro A cta 30q [ate Iran(10"and 12") �edfiy�rrpar»sr, edbyowr�rstrip fiat Ala s.M Mrjd i;V-1 F th 13 "E"EPDM wa Ty FreProdu oriorprtad< sari on l+�a �' i vichlra��ctiorra�a irrproptron 1gV6 bRa�Idee�wiittafierrro�bietx>r�erfdr Protective Caaifsrgs:Vai embly carc�ion,orvhPreaerratbeefl ,�, othe maintenance.Vahes installed hor ntalty •Non-i d paint o pMe r indined(flow up or dowel are to boned mogW ar repaired to whh tivttr the cap facing u .Valves instaligd vertically Ordering ids d ft National Fn Prole on Assor fl may be positioned with Now up or dove. ( PAS.for the star hiaterMater of any k�found Tyco Foe other A orilres A bkaint nm Ott Valve Kit is awailabie to Mow Proce lure +tea Jrirrsdic ri ia by Pro to be st al be r or ttaemsrrste n or sue ofbackitusi»ngthr tr When pIaang an order,indicate theIull product tariatTycoAretoducis'soleoptron.Tyc;of e the tae i tttrerit Www-t n without tt11OV0 name.Please sperafy the quantity,wale model Prear xss nedirerassumes,norau7roriies any peon the Monet CV-1 F Valve trtni the p4 litre, number,sib,type of .,Grade EE PD .and toassiJrlxefort.arsyothertaf t on inC6nile6tianwb3 The M &( -1F k Varwes area redosi�ratran part number from+the toHrJwinp list, the Se of proms or pans of prvkxts. Ty o Are forthet ntraiF S arxtGrirnef FureS90F. VaNt Valve Pt&x st►aArrotberespor>stetors be-s n NND Ste Part Number desn w oti'ixcurate orrea>frn al yF VaAle r W 2' 59-S90-0-03Q mot be,rrss i a'XO rraameiin , �2 59 8� N1 f J EVEdtf SHALL TYT� RRf PR0000T5 6E taatA tpr�r#a rm r t s ua?las a 76,1 mm 595J-0-076 UABLE IV t11NT3CT,TORT,STRICT LIASL H`l OR 5t�1 3 S r a��ii r J Fire 'rl 3„ 5$590.4.030 11 2ANVMTHERLEGALTHEORY,FORAVf OHdTAI., Aiian, ran zo s n dam 4'• 59.590-0040 t1f CT.Sf'Ei�ALOR�lfIALDA1�iAGES, r3vr ♦esJVrc!` .Fe todt► 1393mm 595900139 1f�LU[ BUTNOTUl�TE4TOLABZIRgiARGE5 sa+ Y irespe P of f #+Kr a MESS OF R TYCO RRE PRODUCTS i tar s tar nrra y SS90 4450 pr n ark i in 1651 min 59-590-0-165 1 S ABOtJTTHE POSSS LILY OFSUCtI 6 5 590 4 06a AMl IN NO EVBVT SHALL TYttD AM PfiODt fCTS'UAB>LftY©MD AN AMWNT EUJAL rr shot cinzfar ouaP antrgra Aarss. 6' 59 50-0 tt60 TOTHE SALES PHM 10" 55904i00 12' 59-50-O-120 IMPLIED. INCLUDING WARRANTIES IF AAA[TANR/TT All FITNESS FOR A Page I of 2 September 2004 TFP1550 Page 2 of 2 TFP1550 Model CVV1 F Check Valve 6 6 7 3 ° CHECK 8 6 L___ VALVE 6 3 7 4 "HPT 2 ti) 36"NPT -F 6 s Nominal Dimensions Approx. Size A B C D E F J Cover Weight Detail Part Material Qty. Inches Inches Inches Indies Inches Inches Inches Inches BoltTorq. lbs. 1 Body Ductile Iron 1 mm mm mm mm mm mm mm mm Lb-ft.INm Kg. 2 Cap Ductile Iron 1 2" 6.75 4.38 2.55 2.57 3.25 4.75 1.62 15 9.0 3 Gasket Synthetic Fiber 1 60.3 171.5 111.3 64.8 65.3 82.3 120.7 41.5 21 4.5 4 Hex Cap Screw Steel,Zinc Plated AR 2'/2" 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.0 5 Clapper Stainless Steel or 1 73.0 203.2 147.3 86.6 86.4 98.6 152.4 43.2 54 4.5 Ductile Iron 76 1 " 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.00 6 Seal Facing EPDM Grade"E" 1 203.2 -147.3 86.6 86.4 98.6 152.4 43.2 54 4.5 7 Spring Stainless Steel 1 3- 8.37 5.76 3.60 3.40 3.88 6.00 1.70 39 11.0 8 Hinge Shaft Stainless Steel 1 88.9 212.6 1.46.3 91.4 86.4 98.6 152.4 43.2 54 5.0 9 Retaining Ring Stainless Steel AR 4 9.63 6.74 4.61 3.63 4.56 7.13 1.84 39 25.0 10 Washer Teflon 2 114.3 244.6 171.2 117.1 92.2 115.1 181.1 46.7 54 11.3 11 Retention Bolt Stainless Steel 1 139.7mm 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 12 Seal Ring Neoprene 1 266.7 190.5 134.4 106.7 124.5 193.0 48.3 54 13.2 13 Retaining Disc Stainless Steel 1 5' 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 14 Locknut Stainless Steel 1 141.3 266.7 190.5 134.4 106.7 124.5 193.0 48.3 _54 13.2 15 Plug-'/2'-14 NPT Cast lron 2 651 m 11.50 80.5 5.75 4.50 5.00 7.60 1.48 60 47.0 16 Adhesive Thread Sealer AR 292.1 204.5 146.1 114.3 127.0 193.0 37.6 $2 21.S 17 Nameplate Aluminum 1 6" 11.50 8.05 5.75 4.50 5.00 7.60 1.48 60 47.0 1 g Rivet Steel 2 168.3 292.1 204.5 146.1 114.3 127.0 193.0 37.6 82 21.3 8" 14.00 10.25 7.75 5.62 5.45 8.40 2.20 120 66.0 219.1 355.6 260.4 196.9 142.7 138.4 213.4 58.9 164 29.9 10" 18.00 13.00 10.21 6.38 7.50 10.50 3.00 120 109.7 273.0 457.2 330.2 259.3 162.1 190.5 266.7 76.2 164 4914 12" 21.0 14.28 11.31 7.26 7.62 10.62 2.75 120 151.0 323.9 533.4 362.7 287.2 184.4 193.5 269.7 69.9 164 68.0 FLOW RATE(LPM) Care and 5� m Maintenance a ' The owner is responsible for the inspection, 2 E E = testing,and maintenance of their fire protection system and devices in accordance with the applicablestandardsoftheNationalFireProtection Association(e.g., NFPA 25), in addition to the O0.5 ° standards of any authority having jurisdiction. 0.4 The installing contractor or product manufacturer should be contacted relative to any questions. d°.2 Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected,tested,and maintained by Q m s$FLOW RATE(GPM) a qualified Inspection Service. Note:It is good piping practice to apply a safety factor of 15%to 20%to the values in the above table for design purposes. General Notes:It is the Designer's responsibility to select products suitable for the intended service and to ensure c that pressure ratings and performance data is not exceeded. Always read and understand the installation ISO 9OO1 instructions(IH-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection Should be verified to be compatible for the specific application. Certified Company TYCO ARE PRODUCTS.451 North Cannon Avenue,Lansdale,Pennsylvania 19946 Printed U.S.A. Sprinkler • Head Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical 3 6 . ._-_& -12 - : Description Data Head Central Sprinkler Head Cabinets Model: Sprinkler Head Cabinet Sprinkler are constructed of a metal enclosure Style: 3, 6 or 12 head with a hinged cover designed to Standard Finish: Red enamel Head provide on-site storage of an emergency supply of sprinkler heads Mfgr. Source: Non-domestic and a sprinkler head wrench. Capacity: 3 sprinkler heads Cabinet NFPA 13 requires a representative 6 sprinkler heads number of each type of sprinkler 12 sprinkler heads head used in a sprinkler system to be Dimensions: stored in a cabinet on-site to allow for immediate removal and replacement 3 head-5"high x 7'/2" long x 2'/2"deep of sprinklers which may have 6 head-5"high x 14"long x 3'/4"deep operated or become damaged. 12 head-5"high x 143/4" long x 5"deep Central Sprinkler Head Cabinets Weight: 3 head - 1.5 lbs. are manufactured of heavy gauge 6 head - 2.3 lbs. steel with knock-outs to 12 head - 4 lbs. accommodate either '/2" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. S No. 28-6.0 Installation Care & WI Ordering S _J Maintenance fjJ Information Central's Sprinkler Head Cabinet is The Cabinet, wrench, and stock of When placing an order, indicate the designed with two 3/6"diameter holes spare sprinklers should be inspected full product name. Please specify the for wall mounting or direct attachment at least quarterly. The following items quantity, model, style, capacity, and to the system riser with a strap-type should be checked: size. hanger. The Cabinet should be Sprinklers, wrenches, and hard- installed at or near the system control 1. The Cabinet should be readily ware for hanging are not supplied valve and must be stocked with an accessible, and not exposed to with the Cabinet. They must be adequate supply of spare sprinklers a corrosive atmosphere or ordered separately. and a sprinkler wrench. temperatures in excess of The stock of spare sprinklers 100°F/38°C. Availability and Service: Central should include sprinklers of each type sprinklers, accessories, and other and temperature rating as are 2. The stock of spare sprinklers products are available throughout the installed in the sprinkler system, in should include an adequate U.S. and Canada, and internationally the following quantities: number of each type and through a network of Central temperature rating. Sprinkler distribution centers, You Sprinklers Spare Sprinklers may write directly to Central Sprinkler In System Required 3. The stock of sprinklers must be Company, or call (215) 362-0700 for in good condition, the distributor nearest you. under 300 6 300-1000 12 4. A sprinkler wrench of the Guarantee: Central Sprinkler over 1000 24 appropriate type must be Company will repair and/or replace included in the Cabinet, any products found to be defective in The Cabinets are designed to material or workmanship within a accept both '/2" and %" N.P.T. period of one year from date of threaded sprinklers. For 1/2 N.P.T. shipment. Please refer to the current sprinklers, leave the removable Price List for further details of the knockout in the hole. For'/." N.P.T. warranty. sprinklers, insert a screwdriver blade from the front top of the shelf and Conversion Table: under the near bottom part of the 1 inch = 25.400 mm knockout annular ring. Press the 1 foot = 0.3048 M screwdriver handle down to remove 1 pound = 0.4536 kg the knockout ring. The hole, with the knockout ring removed, will accept a Conversions are approximate. 3/" N.P.T. sprinkler. CENTRAL 0 Central Sprinkler Company 451 North Cannon Avenue,Lansdale,PA 19446 ©1994 Central Sprinkler Company Phone(215)362-0700 Printed in U.S.A. FAX (215)362-5385 Hd.Cab.2 1 e e 1 .Ii i The Model WFDE System Sensor vane-type waterflow detector, with a computer designed paddle, fits the pipe sizes listed in the .�, table below. The design of this unit makes it easy to install and simple to maintain. It can be mounted in a vertical or horizontal position. Switch assembly and delay mechanism assembly are field replaceable. Other advanced features include: Sealed Retard Assures that the adjustable retard is not contaminated by dust and dirt when the cover is removed. Visual Switch Activation Permits installer to accurately set the retard even Linder extremely noisy conditions. Mechanical Delay Adjustment The pneumatic delay is preset Tame oid:ai sxcings embossed he,e at dial setting 2 in the factory. (see be;owl To adiust the delay, move the tom_-'' adjustment dial to the desired a°"s`Cal number. �. Rugged Switch Assembly Switches are enclosed in a ?--'9 durable terminal block for added strength. oa sel5 c 1 2 3 ; -;1 Delay isecond 0 it 30 a_ 55 'pI 100%Synchronization / Activates both alarm panel and local bell at the same time. Durable Metal Enclosure Red epoxy painted metal cover completely encloses the electrical components to keep out dust and dirt. The enclosure carries an IP34 rating. Tamper Resistant Security screws and removal tool make detector resistant to tampering and simplify field maintenance. Specifications LPC VDS Pipe Size Compatibility: Contact Ratings: 10 amp @ 125/230 VAC 2.5 A a 24 VDC Model Ref.Pipe Nominal Pipe O.D. Wall Thickness 2.5 amp @ 24 VDC Size mm(in.) LPC (mm) VDS LPC(mm VDS Static Pressure WFD20E 50(2) 60.3 60.3 3.6 2.3/2.9 Rating (max.): 17.25 BAR PN 10 (10 BAR) WFD25E 65 (21/2) 76.0 76.1 3.6 2.6/2.9 (250 PSI) (145 PSI) WFD30E 80(3) 88.8 88.9 4.0 2.9/3.2 Operating Temp. Range: 0°-49°C 0'-49°C WFD40E 100(4) 114.1 114.3 4.5 3.2/3.6 WFD60E 150(6) 165.1 168.3 5.0 4.0/4.5 (32-120°F) (32'-120°F) WFD80E 200(8) 219.1 219.1 6.3 4.5/5.9 Triggering Flow Rate WFD20E WFD30E WFD40E WFD60E WFD80E Range (liter/min.): 20-57 30-57 Model WFD25E Conduit Entrance: 1 open/1 removable Shipping 1.85 kg 2.05 kg 2.36 kg 3.03 kg 3.45 kg Weight (4,08 lbs.) (4.53 lbs.) (5.20 lbs.) (6.68 lbs.) )7.70 lbs.) @ 22.2 mm (.S75 in.) dia. Factory Test Pressure: 34.5 BAR (500 PSI) Enclosure Rating: IP54 ,�. Warranty: 3 years dS a System Sensor 12/96 This document is not intended to be used for installation purposes. AOS-243-01 • Cover - rte---9S cm—+-' .Tamper proot wrench D Model Width,cm in. p:NwF w) WFD20E 11.7(4.6) WF02SE 11.7(4.6) 7.6 cm WF030E 13.2(5.2) L (3.00 in.) WFD0E 12.9(9.0) WFD60E 22.9(9.0) DELAY ADJUSTMENT: �T�o n\ t WFD80E 27.3 10.8) Factory ttanget ele 0y sec. 0 JLJ— r o change y time, '"K rotate dial either Terminal block U bolt not 14.2cm (1.650 in.) direction(see diagram /(Replacement P.N A77-01.02) on Iront page). Ground screw provided Pipe saddle Delay mechanism (Replacement Electrical conduit entrance P.N A3008-00) \\ 22.2 cm(.875 in.)dia. Mounting plate 0 t ' Pipe U bolt nut Plastic vane Pipe saddle Plastic vane ' U bolt Roll paddle opposite Width:See Table of flow arrow while inserting WFDE Dimensions Saddle gasket Pipe Pipe hole Top View NOTE:close onWhen and n is deflected,e w.tl required close when vane is i.e., (Refer to chart when water is flowing.Dual switches for standard hole permit applications to be combined saw sizes) Switch 1 on a single detector. Contact Ratings Tl _T ' LPC VDS A' ie e, iA Switch 2 toA@125200 VAC 2.5 A@24 V0C L 2.5 A @ 24 VDC Strip Gage U bolt WFDE WFDE to nonsilenceable initiating it end-ol-line-resistor WFDE Assembly Diagram zone of listed — C0M COM GOM Typical FACE Connection Standard Hole Model Saw Sizes (Dia.) to power source e WFD 20E 32 mm compatible IHH bell thru WFD30E 1'/4 in, with bell CO °ell WFD 40E 51 mm Typical Local Bell Connection thru WFD 80E / 2 in. WFDE Field Wiring Diagram Hole Saw Sizes Engineer/Architect Specifications: WFDE Waterflow Detectors Vane-type System Sensor WFDE waterflow detectors shall mechanism shall be a sealed mechanical pneumatic unit be installed on system piping as designated on the with visual indication of actuation. The actuation drawings and/or as specified herein. Detectors shall mechanism shall include a polyethylene vane inserted mount on any clear pipe span of the appropriate nominal through a hole in the pipe and connected by a mechanical size, either a vertical upflow or horizontal run, at least 15 linkage to the delay mechanism. Outputs shall consist of cm (6 in.) from any fittings which may change water dual SPDT switches (form C contacts). Two conduit direction, flow rate, or pipe diameter or no closer than 61 entrances (one of which is a knockout type) for standard cm (24 in.) from a valve or drain. The detector shall fittings of commonly used electrical conduit shall be respond to waterflow in the specified direction after a provided on the detectors. A grounding provision is preset time delay which is field adjustable. The delay provided. System Sensor Worldwide Distribution In Canada: In the United Kingdom: In India: In the Far East: System Sensor Canada System Sensor Europe,Ltd. System Sensor India System Sensor 6581 Kitimat Road,Unit c7 Horsham Gates III,North St. A-204 Maheshwari Nagar Pittwav Far East, Ltd. Mississauga,Ontario Horsham,West Sussex Orkay Mills Lane Rm 903,Tower A, New Mandarin Canada LSN 3T5 RH13 5PJ,United Kingdom Andheri East,Mumbai 400093 Plaza, 14 Science Museum Road Telephone:905-S12-0.67 Telephone:44-1403-276500 Telefax:91-022-8202564 TST East,Kowloon,Hong Kong Fax:905-812-0771 Fax:44-1403-276501 Telephone:852-2191-9003 Fax:852-2736-6580 Page 2 A0S-243-01 Jf System Sensor SSM/SSV Series bells are low current, high decibel notification appliances for use in fire and burglary systems or other signaling applications. The SSM (24VDC) Series is motor driven while the SSV (120VAC) Series utilizes a vibrating mechanism. The DC models are polarized for use with supervision circuitry. Underdome Striker Design Built with special materials to provide loud resonant tones. UL Approved For an Indoor/Outdoor Installation Mounts to a standard 4" square electrical box for indoor use, or with Model WBB Weatherproof Back Box for outdoor applications. Specifications Sizes Available: 6", 8", 10" Gong Starting Operating Average UL464 Sound Voltages Available: 24 VDC polarized, suppressed Model Dia. Voltage Voltage Current Output(dBA) 120 VAC SSM24-6 6" 19.2 _ 85 Service Use: Fire alarm, general signaling, 12 026.4 .03 burglar alarm SSM2. 8 8" VDC VDC Amps 8 Operatingo SSM24-10 10" 85 Temperature Range: Indoor or outdoor use, SSV120-6 6" 96 82 -31° to 140°F SSV120-8 8' 96 47 VAC 132 Amps 85 Termination: Provided with 2 sets of leads for SSV120-10 10" VAC 82 in/out wiring Warranty: 3 years ` Sound output measured at 10 ft. in anechoic chamber. approved APPROVED D System Sensor 8/96 This document is not intended to be used for installation purposes. A05-260-01 3-1/$'10'.B'BELLS 4-SQUARE 2-19132"6 BELLS ELECTRICAL BOX NOT INCLUDED) i� \fir 872 SCREW ( 1 6' • 1 STRIKER LOCATED ON BOTTOM 3-3i8" _-- OF BELL(VISIBLE FROM REAR) -+ 3-3/8"SQUARE MOUNTING HOLE PATTERN (HOLES ARE LOCATED TO MOUNT TO A STANDARD 4"SQUARE CUTLET BOX) B-32 SCREW BASIC MECHANISM AND GONGS SURFACE INSTALLATION 4'SQUARE WEATHERPROOF BACKBOX MODEL WEE(NOT INCLUDED) 0 O 8-32 SCREW 0 � 0 32 8-32 SCREW (4 TOTAL) WEATHERPROOF INSTALLATION Engineer/Architect Specifications - SSM/SSV Alarm Bells Model shall be a SSM or SSV Series alarm bell. Bells shall bells shall mount to a standard 4"square electrical box have underdome strikers and operating mechanisms. having a maximum projection of 21/2". Bells shall be Gongs on said bells shall be no smaller than nominal 6"/ located as shown on the drawings or as determined by the 8"/10" (specify which) with an operating voltage of 24 authority having jurisdiction. Bells shall be listed for VDC or 120 VAC (specify by part number). Bells shall be indoor/outdoor use by Underwriters Laboratories and the suitable for surface or semiflush mounting. Outdoor California State Fire Marshall, and approved by Factory surface mounted installations shall be weatherproof (using Mutual. optional WBB weatherproof electrical box). Otherwise Ordering Information SSM24-6 Bell, 6", 24 VDC, Polarized, 85 dBA SSV120-8 Bell, 8", 120 VAC, Polarized,85 dBA SSM24-8 Bell, 8", 24 VDC, Polarized, 85 dBA SSV120-10 Bell, 10", 120 VAC, Polarized, 82 dBA SSM24-10 Bell, 10", 24 VDC, Polarized, 85 dBA WBB Weatherproof Back Box for SSM and SSV SSV120-6 Bell, 6", 120 VAC, Polarized, 82 dBA System Sensor Worldwide Distribution In Canada: In the United Kingdom: In India: In the Far East: System Sensor Canada System Sensor Europe,Ltd. System Sensor India System Sensor 6581 Kitimat Road,Unit rr7 Horsham Gates III,North St. A-204 Maheshwari Nagar Pittway Far East,Ltd. Mississauga,Ontario Horsham,West Sussex Orkay Mills Lane Suite 706,World Shipping Centre Canada L5N 3T5 RH13 SPJ,United Kingdom Andheri East,Mumbai 400093 7 Canton Road Telephone:905-812-0767 Telephone:44-1403-276500 Telefax:91-022-8202564 Tsimshatsui,Kowloon,Hong Kong Fax:905-812-0771 Fax:44-1403-276501 Telephone: 852-2730-9090 Fax:852-2736-6580 Page 2 A05-260-01 S i g igns = f � � t♦ For sprinkler systems & devices IN CASt 01 110 DO NOT SHUT VALVi UNTIL lilt Is ENTIRELY OUT Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Main drain -. -- - Open sprinkler control Open sprinkler drain Identification Description Triangular main drain Water motor ighs Central's Identification Signs are Water motor line designed to provide information to the end user about the sprinkler system Te C 11 n ca l and it's components. They are available with a variety of wording Data combinations to meet the signing requirements of NFPA 13. The five basic types of signs are as Model: Sign follows: Style: Flat, rectangular Type A - Control Valve Sign Standard Finish: porcelain or mylar Type B - Multi-purpose Text Signs Size: Type A- 9" x 7" Type C - Cold Weather Sign Type B - 6" x 2" Type D - Fire Alarm Sign Type C - 73/4"x 11/4" Type E - Hydraulic Calculation Sign Type D - 9" x 7" The Signs are constructed of 18 Type E - 5" x 7" gauge steel or aluminum with a Weight: Type A -4.5 oz. porcelain enamel or printed mylar Type B - 0.5 oz. facing respectively. The signs have corner holes or slots for easy attach Type C 2.0 oz. Type D - 4.0 oz. ment in the field. Sign Type B is available with the Type E - 1.5 oz. following text options: Air control Installation Air control valve Air line Alarm test Alarm line Antifreeze system The Identification Signs are pro- Auxiliary drain vided with 'A" diameter or larger holes Control (or slots) in the corners for easy Control valve attachment using standard hardware Drain chain, wire, plastic lock ties, or light Drain valve gauge metal strap (not included). Entire system From city main In this building In this section Inspectors test Main control No. 28.9.0 • Sign - Type A Sign - Type D ordering Inform atIr • • When placing an order, indicate _ the full product name. Please • • specify the quantity and type. _ - • Hardware for hanging is not IN CASE OF FIRE I supplied with the Sign. It must be DO NOT SHUT VALVE UNTIL FIRE IS ENTIRELY OUT ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available The blank spaces on this sign may throughout the U.S. and Canada, be utilized to provide message and internationally through a flexibility. Simply add combinations of Sign -Type E network of Central Sprinkler sign Type B and Type C as desired. - distribution centers. You may • write directly to Central Sprinkler Sign - Type B ' " ' ' Company, or call (215) 362-0700 • for the distributor nearest you. . Guarantee: Central Sprinkler AUXILIARY DRAIN • ! Company will repair and/or replace any products found to be • defective in material or GPM'SD_FT. workmanship within a period of Sign -Type C SD.Fj one year from date of shipment. Please refer to the current Price FRONT GPM List for further details of the warranty. PSI Conversion Table: 1 inch = 25.400 mm BACK 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 ©1995 Central Sprinkler Company Phone (215)362-0700 Printed in U.S.A. FAX (215)362-5385 Sig LU • �. ._...I ��II Iris I I I � I � Q u o � o � 0 � Lg •�d - .e 111 � � r;r ff �� �. �� �, i r Q W ZO W dtL� (nQW W O N (0c o0 (n0c13Z �j � O / 7/ I' 0 � W UUZcJJ ' W � Ww �► ≤ OO >- OUOQ 7 C�4i1 'orl cvJ z 7UiJ Ainv'nn\ u!�ri 1 irr7 f.ul MSDS No.: 255 Revision No.: 005 Date: 11/7/00 Page: 1 of 2 MATERIAL SAFETY DATA SHEET Product name: HIT HY 150 Description: Methacrylate resin and hardener. Part A is in the large tube;Part B is in the small one Supplier: Hilti, Inc. P.O. Box 21148,Tulsa, OK 74121 Emergency#(Chem-Trec.): 1 800 424 9300(USA, PR, Virgin Islands, Canada); 001 703 527 3887(Other countries) For: A A A FIRE PROTECTION INC 8502 SUNSTATE ST TAMPA, FL 33634-1312 INGREDIENTS AND EXPOSURE LIMITS . ... .. ............ ........ Ingredients: CAS.Number: TLV: PEL: STEL: Part A: Resin NJ TSRN: 19136100-5001 NE NE NE Methacrylate ester NJ TSRN: 19136100-5005 NE NE NE Bonding agent 191361 00-5003p(NJ TSRN) NE NE NE Hydroxypropyl methacrylate 27813-02-1 NE NE NE Quartz sand 14808-60-7 0.05 mg/m3(R) 0.1 mg/m3(R) NE Synthetic amorphous silica 67762-90-7 2 mg/m3 NE NE Part B: Quartz sand 14808-60-7 0.05 mg/m3(R) 0.1 mg/m3(R) NE Water 07732-18-5 NE NE NE Dibenzoyl peroxide 00094-36-0 5 mg/m3 5 mg/m3 NE Amorphous silica 07631-86-9 10 mg/m3 20 mppcf NE Dipropylene glycol 25265-71-8 NE NE NE Polyethylene 09002-88-4 NE NE NE NJ TSRN indicates New Jersey Trade Secret Registry Number. (R) indicates "as respirable dust". (N) indicates "as nuisance dust". PEL = OSHA Permissible Exposure Limit. TLV= ACGIH Threshold Limit Value. STEL= Short Term Exposure Limit (15 minute time-weighted average). NE=None Established. mppcf=million particles per cubic foot. PHYSICAL DATA Appearance: Gray paste Odor: Ester-like odor Vapor Density: (air=1) Not determined Vapor Pressure: Not applicable Boiling Point: Approx.212° F VOC Content: 0 g/I Evaporation Rate: Not applicable Solubility in Water: Part A is insoluble Specific Gravity: 1.7 p1-I: 6-7 FIRE AND EXPLOSION HAZARD DATA Flash Point: >200° F Flammable Limits: Not applicable Extinguishing Media: CO2, Dry Chemical, Foam, Water Special Fire Fighting Soak cartons to help prevent the spread of fire. A self-contained breathing apparatus should Procedures: be worn when fighting fires involving chemicals. Unusual Fire and Explosion None known. Thermal decomposition products can be formed. Hazards: REACTIVITY DATA Stability: Dibenzoyl peroxide decomposes (non-violently) at 150° F. Ignition does not occur due to the water content (>5%). Hazardous Polymerization: Will not occur. Incompatibility: Strong acids and oxidizing agents. Do not store in direct sunlight. Decomposition Products: Thermal decomposition can yield CO, CO2, NO,,. Conditions to Avoid: Avoid temperature extremes which could shorten the shelf life of this product; i.e. below freezing and above 100° F. (See handling and storage requirements). • HEALTH HAZARD DATA HILTI 0 is a registered trademark of Hilti Coro. .___ • Known Hazards: Eye and skin irritation. Possible sensitizer. Signs and Symptoms of Eyes: can cause irritation. Skin: Prolonged and repeated contact can cause irritation. An Exposure: allergic skin reaction (e.g. rash, itching, reddening) can occur with some individuals. Inhalation: Possible irritation. Ingestion: Not a likely route of exposure. Considered to have a low acute oral toxicity. Routes of Exposure: Contact. Inhalation. Carcinogenicity: IARC classifies crystalline silica (quartz sand) as a Gp I carcinogen based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this classification is not relevant. Medical Conditions Eye, skin, and respiratory expected. Aggravated by Exposure: EMERGENCY AND FIRST AID PROCEDURES Eyes: Flush with plenty of water. Call a physician if symptoms occur. Skin: Wash with soap and water. • Inhalation: Move victim to fresh air. Call a physician if symptoms persist. Ingestion: Seek medical attention. Do not induce vomiting unless directed to by a physician. Never give anything by mouth to an unconscious person. Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT Ventilation: General (natural or mechanically induced fresh air movements). Eye Protection: Not required, however, safety glasses should be worn in most industrial settings. Skin Protection: Cloth gloves are suitable; impermeable(neoprene or rubber) gloves recommended. Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a NIOSH- • approved respirator with organic vapor cartridges. Never enter a confined space without an • appropriate air supplied respirator. If dusts are generated during demolition or removal, wear • an appropriate dust mask or respirator. PRECAUTIONS FOR SAFE HANDLING AND USE Handling and Storing Store in a cool dry area preferably between 40° and 77° F. Do not store in direct sunlight. Precautions: Keep away from open flames, heat sources and sparks. Avoid prolonged or repeated contact. Use with adequate ventilation. Always wash thoroughly after handling chemical products. For industrial use only. Keep away from children. Spill Procedures: Take up with an absorbent material and place in a container for proper disposal. REGULATORY INFORMATION Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard. 29 CFR 1910.1200. HMIS Codes: Health 1, Flammability 1, Reactivity 1, PPE B DOT Shipping Name: Not regulated. IATA/ICAO Shipping Name: Not regulated TS.CA Inventory Status: Chemical components listed on TSCA inventory. SARA Title 111,Section 313: This product contains 5 - 10% Benzoyl peroxide (CAS #94-36-0) which is subject to reporting under Section 313 of SARA Title 111 (40 CPR Part 372). EPA Waste Code(s): Not regulated by EPA as a hazardous waste Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations. CONTACTS Customer Service: 1 800 879 8000 Technical Service: 1 800 879 8000 Health/Safety: 1 800 879 6000 Jerry Metcalf (x6704) Emergency# (Chem-Trec): 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) The information and recommendations contained herein are based upon data believed to be correct; however,no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 255, Page 2 of 2 WELDING OUTLETS FOR THE FIRE PROTECTION INDUSTRY PRODUCED FROM DOMESTIC STEEL IN THE U.S.A. The COMPLETE manufacturing of our outlet is done at our plant in Guntersville, Alabama. We specialize in products and machines for the fire protection industry. Our fitting is .designed with a narrow vee for fast one-pass welding and a thick wall to absorb heat without distortion. The part is polished and treated with a dry rust inhibitor for better welding and less smoke. LISTED Approved 52 MO North Alabama Pipe CoCporation P.O. Box 750 • 5010 Sword Street - Mt. Crest Industrial Park Guntersville, Alabama 35976 205-582-8800 FAX 205-582-0233 WATTS 1-800-826-2533 A NOMINAL DIMENSIONS B Outlet Run Size Size A B C 1/2" 11/4-21/2 1.165 1 .160 .686 '/2" 3-8 1.165 1 .160 .686 Jc 3/4" 11/4-2 1 .418 1.170 .880 3/4" 21/2-8 1 .418 1 .170 .880 1 1 '/4- 1 .621 1 .380 1.130 1" 1 -2 . 1 .621 1 .380 1.130 1 " 21/2-4 1 .621 1 .380 1.130 1 " 5-8 1 .621 1.380 1-130 N.A.P. 300 1 '/4" 1 '/2 1 .975 1.410 1.455 Factory Mutual Approved 11/4" 2-21/2 1 .975 1.410 1.455 UL Listed 11/4" 3-4 1 .975 1.410 1.455 1 '/4" 5-8 1.975 1.410 1,455 .Threaded Outlets for Welding 11/2" 2 2.229 1.420 1 .732 1'/2" 2'/2-3 2.229 1.420 1 .732 Size Carton Carton 11/2" 4-5 2.229 1 .420 1 .732 Quantity Weight 1 -" 6.8 2.229 1 .420 1 .732 /2 1/2" 200 35# 2;! 2.836 1 .550 2.208 3/4" 150 39# 2" 3 2.836 1 .550 2.208 1" 100 35# 2" 4-5 2.836 1 .550 2.200 11/4" 75 35# 2'' 6-8 2.836 1 .550 2.208 1'/2" 50 30# 2" 35 37# 2'/2" 21/2 3.250 2.018 2.675 2'/2" 15 19# 2'/2" 3 3.250 2.070 2.675 2'/2" 4 3.250 2.164 2.675 2'/2" 6 3.250 2.240 2.675 North Alabama Pipe Coloration SHEET NAP-3 5/1/95 Creative Printers.Inc.22778 ' I tTJI TAKE&OUT WELD 4 in Inches LHEADER- ------ - NOMIt4Al OUTLE1 $XEA --iJ 3'/s 3'-1'16 43'15 4'/,s 4-iP5V45'3+s 6'A t. 75/a 3'a/i a 3'Sri 6 4�j 47 4 3/4 51/a 5' 6aL. 74/r 5'/4 51 a 65/6 75/a 1V 2" L 2- 47 43/4 SVA 6", 63 s 7y, 2'h" 434 51A b' 65 7As 3'r 61A 61i 7 e 4" 61 7 8a 5" 7g� 6'„ 6" t3%s ORDERING DATA: USE THE FOLLOWING METHOD FOR ORDERING ISLAND SHAPED NIPPLES: J4r X TYPE ISLAND _ CARBON QUANTITY OUTLET SIZE HEADER SIZE END PREPARATION SHAPED TEEL NIPPLED MATERIAL SUGGESTED SPECIFICATION: 40 cr; (St. Wt- cut Growfe) — - Welding branch outJ�t fittings employing cut or roll groove, ma►e 40 RG (St• Wt• Rots GM0") thread or buttweld bevel shall be U.L. listed and F.M. approved 40 UT(St. Wt. Male Thread) conforming to NFPA, Bulletin 13, of Domestic Marurtacture as 40 aW (SL Wt. 371•Bavei for Wswing) ..:,..I,..e.i h,, lelanri tinn r.nrnnanv Memphis. TN. 38108 10 AG(U. Wt. Roll Gruove) S ire Protecti* 0 n Engineering Catalog 892 Manufacturers of PIPE HANGERS BEAM CLAMPS STRUT SEISMIC BRACES BE.a\I CLA\IPS F.YES RIGS '1 L-HOOKS a cy SEISMIC Fl_ I I L17 �Jiichi are Han g& Co., Inc° Main Office and Plant Western Plant and Distribution Center 931 Sununu A\e. Nile . OH 4-1446 10720 Mulberry Ave. Fontana, CA 92335 Phone: (216) 544-4700 Fax: (216) 5-44-540_ Phone: (909) 355-0664 Fax: (909) 355-4590 TOLL FREE: (800) 333-0852 - 4 - Model #115 Heavy Duty Swivel Loop Hanger (NFPA Rod Sizes) SIZE RANGE: 1/2"thru 8" pipe sizes RS— - MATERIAL: Pre-galvanized carbon steel with a zinc electroplate insert nut. MR) APPROVALS: Factory Mutual(FM) LISTINGS: Underwriters Laboratories(UL) A CONFORMS WITH: Federal Specification�N'WV.H-171 (Type 10). CL H Manufacturers Standardization Society ANSI/MSS-SP-58(Type 10): L install in accordance with ANSI/MSS-SP-69. F _ SERVICE: Pipe support manufactured to use minimum rod sizes COL,' permitted by NFPA for fire sprinkler piping. ORDERING: Specify pipe size. model number and name. Pipe Max.recom. size H CL RS MRI A ►oad lbs. 1/2" 3.1/8" 1-5/8" 3/8" 1" 1-1/4" 300 3/4" 3.1/16" 1-1/2" 3/8" 1" 15/16" 300 1" 3-3/16" 1-1/2" 3/8" 1" 15/16 300 1-1/4" 3-1/2" 1-11/16" 3/8" 1" 7/8" 300 1-1/2" 3.15/16" 1-15/16" 3/8" 1" I" 300 2" 4-1/2" 2-1/4" 3/8" 1" 1-1/16" 300 2-1/2" 5-5/16" 3-3/8" 3/8" 1" 1-1/2" 525 3" 6-1/2" 3-5/8" 3/8" I" 1-7/8" 525 3-1/2" 7-1/16" 3-15/16" 3/8" 1" 1-7/8" 585 4" 7-1/2" 4-1/8" 3/8" 1" 1-7/8" 650 5" 8-15/16" 4-13/16" 1/2" 1-1/4" 2-3/16" 1000 6" 11-1/16" 6-3/8" 1/2" 1.1/4" 3-3/16" 1000 8" 12-7/8" 7-3/16" 1/2" 1-1/4" 3-1/16" 1000 Model #130 Service Weight Snivel Ring Hanger (NFPA Rod Sizes) RS- - SIZE RANGE: 1/2" thru 8"pipe sizes MATERIAL: Pre-galvanized carbon steel with zinc electroplate insert nut. MR' APPROVAL: Factory Mutual(FM) LISTING: Underwriters Laboratories(UL) A CL H CONFORMS WITH: Federal Specification WW-H-171 (Type 10), Manufacturers Standardization Society ANSU\ISS-SP-58(Type 10): install in accordance with ANSI/MSS-SP-69. Mo % i SERVICE: Pipe support manufactured to use minimum rod sizes permitted by NFPA for fire sprinkler piping. ORDERING: Specify pipe size,model number and name. Pipe Max,recom. size H CL RS MRI A load lbs. 1/2" 3-1/8" 1-5/8" 3/8" 1" 1-1/4" 300 3/4" 3-1/16" 1-1/2" 3/8" 1" 15/16" 300 1" 3-3/16" 1-1/2" 3/8" 1" 15/16" 300 1-1/4" 3-1/2" 1-11/16" 3/8" 1" 15/16" 300 1.1/2" 3-15/16" 1-15/16" 3/8" 1" 1-1/16" 300 2" 4-1/2" 2-1/4" 3/8" 1" 1-1/8" 300 2-1/2" 5-7/8" 2-3/8" 3/8" I" 1-3/8" 525 3" 6-9/16" 3-3/4" 3/8" 1" 1-1/2" 525 3-1/2" 7" 4-15/16" 3/8" 1" 1-3/4" 585 4" 7-11/16" 4-3/16" 3/8" 1" 1-13/16" 650 5" 8-5/8" 4-1/2" 1/2" 1 1/4" 1-7/8" 1000 6" 9-3/4" 5-1/16" 1/2" 1 1/4" 2-3/16" 1000 8" 12-1/4" 6-5/8" 1/2" 1 1/4" 2-7/16" 1000 - 4 - MICHIGAN HANGER CO., INC. Niles, OH - 5 - Model #200 • Steel C-Clamp SIZE RANGE: 3/8"and 1/2"rod sizes MATERIAL: Carbon steel with hardened steel cup point set screw and lock nut ALTERNATE MATERIAL OR FINISH: EG,SS,HDG APPROVALS: Factory Mutual (FM) LISTINGS: Underwriters Laboratories(UL) CONFORMS WITH: Federal Specification WW-H-171 (Type 23).Manufacturers Standardization Society ANSI/MSS-SP-58(Type 23):install in accordance with c'3CL�t 3/4' ANSIJMSS-SP-69. cu SERVICE: Structural attachment to metal beams,purlins,channel or angle iron to MRI support hanger rods. Provides no vertical adjustment. RS ORDERING: Specify rod size, model number and name. NOTE: 1. A hole is available at additional cost. 2. Set screw must be tightened onto sloped side of I-beam,channel or angle iron FMe ) flange and torqued to 60 inch pounds for 3/8"rod size and 125 inch pounds for 1/2" rod size. 3: Locknut required to resist vibration. RS CL NIRI W Max.pipe Max.recom. size load lbs. 3/8" 13/16" 13/16" 2-1/4.." 4" 600 1/2'' 11/16" 13/16" 2-1/8" 8" 1000 • Model #300 Beam Clamp Universal/Reversible (Double Rod Hole) SIZE RANGE: 3/8"thru 7/8" rod sizes(dimensions shown thru 1/2"onl\).MATERIAL: Malleable iron casting with a hardened cup point CL set screw and locknut. ALTERNATE MATERIAL OR FINISH: EG,HDG n APPROVAL: Factory Mutual (FM) I HI LISTING: Underwriters Laboratories(UL) .j — CONFORMS WITH: Federal Specification WW-H-171 MRI F (Type 19&23),Manufacturers Standardization Society ANSIIMSS-SP-SS RS a (Type 19&23):install in accordance with ANSUMSS-SP-69. I SERVICE: Structural attachment(with infinite adjustment)to top or bottom of metal beams.purlins.channel or angle iron. TOP BOTTOM ORDERING: Specify rod size,model number and name. Ma/be mountec in NOTE: Set screw must be tightened onto the sloped side of the I-Beam,channel or either position angle iron flange and torqued to 60 inch pounds. ` F9M o L Max.recom. RS Max.pipe CL MRI F T I load lbs. size Top I Bottom 3/8" 4' I 7116" I /2" 3/8" 3/8" 500 250 1/2" 8" I 9/16" II/16" I 17/32" I 1/2" I 950 760 MICHIGAN HANGER CO., INC. - 5 - Niles, OH P.F P4-2007 14:40 PACIFIC FIRE SAFTEY P.01 -4?owers. FASTENERS SPECIFICATION & DESIGN MANUAL Steel Dropin"' Steel Dropin ' Internally Threaded Expansion Anchor O D ' SECTION CONTENTS Page No, The Steel Dropin is an all-steel, machine bolt anchor available in carbon steel and two types General Information,,., 111 of stainless steel, It can be used in solid concrete, hard stone, and solid block base materials. A coil thread version for forming applications is also available.FM and UL listings make this Installation Specifications.,,,,.,, 112 anchor appropriate for overhead applicatons. Material Specifications............. 112 • • • 6 Performance Data......................113 • Suspending Conduit • Fire Sprinkler Design Criteria 115 • Cable Trays and Strut • Concrete Formwork Ordering Information................117 • Pipe Supports • Suspended Lighting • Internally threaded anchor for easy removability and service work " • Flanged(lipped)version installs flush for easy inspection and standardizes rod heights • Smooth wall dropin can be installed flush mounted or below the base material surface • Optionally available with a knurled body Smooth Wall Dropin • Coil thread version accepts coil rod and typically used for concrete formwork applications •Tested in accordance with ASTM 488 and AC01 criteria • Qualified for seismic and wind loads ,a: v,>, •.. ..:.. .. ' ' - • ' Flange (Lipped)Dropin International Code Council, Evaluation Service(ICC-ES)ESR-1532 (formerly listed in ICBO ES ER-5225) Southern Building Code Conference International(SBCCI)49943A THREAD VERSION City of Los Angeles(COLA)Research Report LARR—24960 Florida Building Code Approval—FL2209.8 UNC Coarse Thread Miami-Dade County Notice of Acceptance(NOA)03-0311.08 Coil Thread Factory Mutual Research Corporation (FM Approvals)—File No, 1.1. 0K4A9.AH Underwriters Laboratory(UL Listed)—File No. EX1289(N) ANCHOR MATERIALS Federal GSA Specification—Meets the proof load requirements of FF-S-325C, Group VIII, Type 1 (superseded) Zinc Plated Carbon Steel Various North American Departments of Transportation(DOT)— Type 303 Stainless Steel P p See w.�-f',powers.com, Type 316 Stainless Steel including CalTrans listing for "Shell Mechanical Expansion Anchors" ROD/ANCHOR SIZE RANGE(TYP,) CSI Divisions: 03151-Concrete Anchoring and 05090-Metal Fastenings, Dropin Anchors 1/4"to 3/4' diameter UNC Coarse Thread shall be Steel Dropin anchors as supplied by Powers Fasteners, Inc., Brewster, NY. 1/2" and 3/4" diameter Coil Thread SUITABLE BASE MATERIALS Normal•Weight Concrete Structural Lightweight Concrete Powers USA:(800)524.3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 111 APR-E4-2007 14:40 PACIFIC FIRE SAFTEY P.02 ?owers. Steel Dropin'" SPECIFICATION & DESIGN MANUAL F-A S T E N E R S Rod/Anchor diameter,d Installation Procedure t/d" 3/8" 1!Z" 1r2" 5/8" 3!4" 3!4" brill a hole Into[he �� t a� • Anchor (Rod) Size Coil Thread Coil Thread base material depth of embedment ' ' ANSI Drill Bit Size,dear(in.) 3/8 required,The toter• "X a Maximum Tightening antes of the drill bit Torque,T,,,.,,(ft.•lbs.) 5 10 20 20 40 a0 80 used should meet the requirements of Thread Size(UNC) 1/4.20 3/8-16 1/2-13 1/2.6 5/8-11 3/4.10 3/4-4112 ANSI Standard 8212.15.Do not over drill the hole unless the application calls for a Thread Depth (in.) 7116 5/8 13/16 13!16 1 3/16 1 3/8 1 318 subset anchor. Flange Size (in.) 7/16 9/16 45164 — _ — ., B!ow the hole clean of dust and other " Jhor Length 1,h (in.) 1 1 9116 2 2 2 1/2 3 3/16 33/16 I materials.Insert the - .`.i,i anchor into the hole and tap flush with - d surface.Using a dbir Powers setting tool "�C Nomenclature specifically set the - anchor by driving the �•;, '' e;A.^�;: d =Diameter of anchor tool with a sufficient J' i= t` d o =Diameter of drill bit number of hammer h ' h =9ase material thickness, blowy until the shoulder of the tool is seated h ! The minimum value of h should be 1.5h, against the anchor Anchor will not hold h. =Minimum embedment depth allowable loads required if shoulder of Powers frLL_rcrx) 1 =Overall length of anchor setting tool does not seat against anchor, ``" Tom.=Maximum tightening torque If using a fixture, •• position it•insert a bolt and tighten. � +I r Most overhead ccr applications utilize threaded Fod, Mirimum thread engagement should he at least one anchor diameter, Anchor Component Carbon Steel Type 303 Stainless Steel Type 316 Stainless Steel Anchor Body AISI T2L14 Type 303 Stainless Steel Type 316 Stainless Steel Plug AISI 1018 Type 303 Stainless Steel Type 316 Stainless Steel Zinc Plating A5TM 8533,5C1,Type lit (Fe/Zn 5) N/A N/A Stainless steel anchor compocents are passivated, Mtf 4T Play •s 112 WWw.powers.com Canada:(905)673.7295 or(514)631.4216 Powers USA:(800)524.3244 or(914)235-6300 APR-C-4-2007 14:40 PACIFIC FIRE SAFTEY P,03 r?owers. FASTENERS SPECIFICATION & DESIGN MANUAL Steel Dropin'" Ultimate Load Capacities for Steel Dropin in Normal-Weight Concrete'•'- Rod/Anchor 1 Minimum Minimum Concrete Compressive Strength (f ) Diameter Embedment 2,000 psi(13.8 fvlPa) 4,000 psi(27.6 MPa) 6,000 psi(41,4 MPa) d h, Tension Shear Tension Shear Tension Shear (rnm) (mm) (kN) (kN) 1/4 1 1,140 2,120 1,985 2,120 2,080 2,120 (6.4) (25.4) I (Si) (9.5) (8.9) A8) 19.4) (9.5) 318 1 9/16 2,180 4,585 4,180 4,950 4,585 (9.5) (39.7) (9.8) (20.6) (18.91 (22.3) (20.6) 1/2 2 4,105 6,400 5,760 6.585 6,400 (12-7) (50.8) (16,5) (29.8) (25.9) (29.6) (28.8)5/8 2112 4,665 12,380 7,440 10,920 12,380(21.0) (65.7) (335) (49.1) (55.7)3/4 3 3/16 8,580 15,680 14405 17,300 15,680(19.1) (81.0). (38.6) (70.6) (64.9) (77,9) (70.6) 1.Tabulated lead values are appiicable to carbon and stainless steel anchor_ 2.The values listed above are ultimate load opacities which should be reduced by a minimum sofoty factor of 4.0 or greater to determine the allowable working food. 3.Linear Inlergolation may be used to determino ultimate bads for intermediate compressive strengths. Allowable Load Capacities for Steel Dropin in Normal-Weight Concrete -°" Rod/Anchor Minimum Minimum Concrete Compressive Strength (f ) Diameter Embedment 2,000 psi(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi(41.4 MPa) d h, Tension Shear Tension Shear Tension Shear in. in. lbs. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) kN) 1/4 I 285 530 495 530 520 530 (6.4) (25.4) (1.3) (2.4) (2.2) (2.1) (2.3) (2.4) 3/8 1 9/16 545 1,145 1,045 1,145 1,240 1,145 (9.5) (39.7) (2.5) (5.2) (4.7) (5.2) (5.6) (5.2) 1/2 2 1.025 1,600 7,440 1,600 1,645 1,600 (12.7) (50.8) (4.6) (7.2) (6,5) (7.2) (7.4) (7.2) 5/8 2 1/2 1,165 3,095 1.960 3,095 2,730 3,095 (15,9) (63,5) (5.2) (13.9) (8,4) (13.9) (12-3) (13.9) 3/4 3 3/16 2,145 3,920 3,600 3.920 4,325 3,920 (19,1) (81.0) (9.1) (17.6) (16,2) (17.6) (19.5) (17.6) 1,Tabulated load values are appllcaSie to ca-bon and srair.less;tees anchors. 2.aVowwable load capacities listed are calculotcd usino an apyGcd safety factor of 4.0, 3.Linear interpolation may So used to dererm(re allowable loads for intermediate Compressive strengths, 4.Allowable loads far anchors to resist short-term lc,,d;such as earthquake or wind may be increased by 33'1/3 percent for lho d.raticn of the load,where perrrit:od b/code. Ultimate Load Capacities for Steel Dropin in Structural Lightweight Concrete,' ' Rod/Anchor Minimum Minimum Concrete Compressive Strength (f,) Diameter EmDbed hens 2,000 p51(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi(41.4 MPa) P d h, Tension Shear Tension Shear Tension Shear in. in, lbs. lbs. lbs. lbs. lbs. lbs. (mm) (mm) (kN) (k N) (kN) (kN) (kN) (kN) 1/4. 1 1,060 1,920 1.360 1,920 1,660 1,920 (6.4) (25.4) (4.6) (8,6) (6.1) (8.6) (7.5) (9.6) 3/8 1 9/16 3,040 4,120 3,780 4,120 4,520 4,120 (9.5) (39.7) (13.1) (10.5) (17.0) (18.5) (20.3) (13.5) 1/2 2 4.240 5,680 4,840 5,680 5,460 5,680 (12.7) (50.8) (19.1) (25,6) (21.8) (25.6) (24.6) (25.6) 5/8 21/2 6,860 9,640 7,840 9,640 6,840 9,640 (15,9) (63.5) (30.9) (43.4) (35.3) (43.4) (398) (43.4) 314 3 3116 10,280 16.460 11,700 16,460 13,120 16,460 (19.1) (81,0) (46.3) (74.1) (52.7) (74.1) (59.0) (74.1) 1.Tabulated load values are applicable to carbon and hairless steel anchors 2.Tne voices lured above are ultimate load capacties whldt should be reduced by a ntlnimum safety factor of 4.0 or greater to determine tho allowable working load. 3.Uneer interpolation may be used to determine ultimate loads(or inlermedfate compressive strengths Powers USA:(800)524.3244 or(914)235-6300 Canada:(905)673.7295 or(514)631-4216 www.powers.com 113 R-�4-2007 14.41 PACIFIC FIRE SAFTEY P.04 . ,� ?owers. Steel Dropin SPECIFICATION & DESIGN MANUAL FASTENER S Allowable Load Capacities for Steel Dropin in Structural Lightweight Concrete'•'•' Rod/Anchor Minimum Minimum Concrete Compressive Strength (f�) Diameter Embedment 2,000 psi(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi(41.4 MPa) d h Tension Shear Tension Shear Tension Shear (mm} (mm) (kN) (kN) (N) (kN) (kN) (bN) 1/4 1 *(2,5704,115 480 340 480 415 480 (6.4) (25.4) (3.2) (2.2) (1.5) (22) (1.9) (2.2) 3/8 1 91161,030 945 1,030 1,130 1,030 (9.5) (39.7) (4.6) (4.3) (4.6) (5.1) (4.6) 1/2 2 1,420 1,210 1.420 1,365 1,420 (12.7) (50.8) (6.4) (5.4) (6.4) (6.1) (6.4) 5/8 2 1122,410 1,960 2,410 2,210 2,410 (15.9) (63.5) (10.8) (8.8) (10.8) (9.9) (10.8) 3/4 3 3/164,115 2,925 4,115 3,230 4,115 (19.1) (31.0) (18.5) (13.2) (18.5) (14.8) (1d.5) 1.Tabulated load values are applicable to carbon a.'d stamless steel anchors, 2.Allowable load Capacities Usred arc<alculated using an applied safety facrgr:1 4.0. 3.linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Ultimate and Allowable Load Capacities for Steel Dropin Installed Through Metal Deck into Structural Lightweight Concretel.43,i.$ Lod/Anchor Minimum Minimum 1-1/2' Wide Deck Minimum 4-1/2Lightweight Concrete over minimum 20 Gage Metal Deck, f'c 2 3,000(20.7 MPa) "Wide Deck Diameter Embedment Depth Ultimate Load Allowable Load Ultimate Load Allowable Load d h, Tension Shear Tension Shear ITension Shear Tension Shear in. in. lbs. Ibs, lbs. lbs. s- lbs. ibs. lbs. (mm) (mm) (kN) (kN) (kN) (kN) N) (kN) I (kN) (kN) 1/4 1 600 2,040 150 510 960 2,040 240 510 (6.4) (25.4) (7..7) (9.2) (0.7) (2.3) (4.3) (9.2) J (:.1) (2.3) 318 1 9/16 600 2,040 150 510 960 2,040 240 510 (9.5) (39.7) (2.7) (9.21 (0.7) (2.3) 1/2 2 1,820 2,780 j 455 695 2,740 5,560 685 1,390 (12,7) (50.8) (8.2) ((2.5) (2.0) (3.1) (12.3) I (25.0) (3.1) j (6.3) 1.Ott val•ses kited above are ultimate and allowabl;load capacities for carbon and stainless steel anchors installed f^and-ligh;hzight concrete. 2.Allowable load opacities are calculated using a safety factor of 4.0. 3.Tabulated load values are far anchors installed in the center of the(lute.Spacing dls;ances shall be In accordance with the ipeci;g Wole for Ilohrvelght concrete listed In the ocsign Criteria. 4.Flute edge dL•tanct equals one-half the minimum deck width. 5.Anchors are pertained to be'nstailed in the lower at upper flute of the metal deck provided the proper inslalladen procedures are maln:alned, rrntxruu L en ibet ctftt'tc r4 01G Nth )+ AWL-41344 CtJWu6%F rwr ra r s t s, �• .� � ,e a ., t` • s �, It ° ` f i f a x,d laser . ••��_ , er"!urtc—i srttl )Ctrs eo.. sr..ce :na r 114 www.powers.com Canada:(905)673.7295 or(514)631-4216 Powers USA:(800)524.3244 or(914)235.6300