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5932 SEA OTTER PL; ; FPC2016-0003; Permit (2)
1 Oki 1il11L.] Ii (7city of Carlsbad Print Date: 10/24/2024 Job Address: 5932 SEA OTTER P1, CARLSBAD, CA 92010-6630 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel 4: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project : #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2016-0003 Status: Closed - Finaled Applied: 11/09/2016 Issued: 11/18/2016 Finaled Close Out: 12/29/2020 Final Inspection: INSPECTOR: Fieri, Dominic Wong, Cindy Project Title: Description: MODIFY EXISTING OVERHEAD SPRINKLER SYSTEM PER NFPA 13 140 HEADS FPContractor: TITAN FIRE PROTECTION INC 1341 DISTRIBUTION WAY, #STE 14 VISTA, CA 92081-8843 (760) 295-3436 FEE AMOUNT FIRE NFPA 13 or 13R System > 100 heads $634.00 Total Fees: $634.00 Total Payments To Date: $634.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov RECEIVED NOV 082016 CARL s B; L) FIRE DEPARTME:\1 CARLSBAD FIRE DEPARTMENT PREVENTION DIVISION 1635 FARADAY AVENUE CARLSBAD CA 92008 760-602-4665 Construction Permit Application Form Name of Project: 2(0 S&c r('c,A-O Address of job site: 62 Se 0 F ?ccê, C')sj CA 92o) 0 Suite# Building Permit No: CB or Project I.D.: Contractor Information Company Name Ticr, /r Address '291O Sco - S+ City 1Ii. -k State cA Zip 92c'-/ Phone: (7c) ZS— 7V37 Fax: [&o) 199-343, E-Mail:_______________________ Contractor License Class and Number C)&-99,929-0 Exp. Date: yiip r 4 044cin121t.7C Do you currently have a business license on file with the City of Carlsbad? Yes or No No: Name: 4L-ci C.v74-L Signature: Date: ___________ Submit plans and completed permit application to: CARLSBAD FIRE PREVENTION (U (() Z7- 771 1635 FARADAY AVENUE CARLSBAD, CA 92008-7314 (760) 602-4665 Fax: (760) 602-8561 firemail@carlsbadca.gov Office Hours are: M-TH 7:30 a.m. - 5:30 p.m. PST FRI 8:00 a.m. - 5:00 p.m. PST To Schedule an Inspection: For inspections ONLY, please call (760) 602-4660, a minimum of two days in advance. Calls will be returned by the end of the next business day. Inspection Hours are: 6:30 AM - 5:00 PM Re-inspection fees and Hydrant Flow Test fees must be paid at Personnel are prohibited by law from accepting payments in th Plan Check status Inquiries: Allow at least 10 business days F PC 201 6-0003 you when the plans are approved / disapproved. Please incltide a self-addressed stamped envelope for mail retul 5932 Sea Otter PL If after 10 business days you have not received a comrnunicatio 760-602-8561 or e-mail us at: firemail@carlsbadca.gov CARLSBAD FIRE PREVENTION DIVISION Fee Schedule and Worksheet CONSTRUCTION PERMITS AS - Automatic Fire Sprinkler ~El Construction Permit Fire Sprinkler Systems (All) ..................... $_j71.00 $ 71.00 O Commercial Fire Sprinkler Systems (13) (1) Riser* - Plan Check.........................................$1,260.00 $______ O Each Additional Riser - Plan Check.......................................$ 414.00 $______ Residential System (13R)* - Plan Check........................................$741.00 $______ Residential System (13D) SFR/2DU - Plan Check ................................ . ... ... $ 225.00 O Commercial Tenant Improvement - Plan Check.......................................$ 346.00 D Fire Sprinkler Inspection (each) .............................................................................................................................. Weld 1$ 71.00 Pre-concealment (Rough-in) 2= $142.00 Overhead Hydro 3 $213.00 Final 4= $284.00 Extra Inspections (Unplanned, Additional, etc.) $355.00 TOTAL: 10 Construction Permit Underground Fire Service (All) $755.00 $ 55.00 Underground Fire Service -Commercial - Plan Check ........................... . .............. $ 624.00 Underground Fire Service - Residential (13R) - Plan Check..........................................$ 624.00 Underground Repair-All - Field Plan Check.................................$ 529.00 O Underground Fire Service inspection ................................................................................................. Pre-Pour (Material, Depth, Corrosion Protection) 1 $ 78.00 Post-Pour (48-hour post pour) 2= $156.00 Hydro and/or Flush 3 $234.00 Flow Test (Post-Installation) 4= $312.00 Extra Inspections (Unplanned, Additional, etc.) $312.00 TOTAL: - FA - Fire Alarm System Construction Permit Fire Alarm Projects (All) ........................$ 68.0 $ 68.00 O Fire Alarm System: 1-25 devices - Plan Check..........................................$ 251.00 O Fire Alarm System: 26 or more devices* - Plan Check..........................................$ 535.00 O Sprinkler Monitoring System ONLY - Plan Check..........................................$ 65.00 Fire Alarm System Inspection (each) .................................................................................................................. Pre-concealment (Rough-in) 1= $78.00 O 24-Hour Battery 2= $156.00 Full Load Test 3$234.00 Final 4= $312.00 TOTAL: FADD - Fire Additional Fees Inspections: (No-show, Not Ready, System or device failure, Extended time >1 Hr.).............................................$ 187.00 Hydrant Flow Test ............................................................................................................................................................... $ 55.00 Overtime Inspection (First Two-Hours) (Weekend, Holiday, After-hours)................................................................$ 191.00 FS - Fixed System El onstruction Permit All Specialty Fire Protection Systems...........$ 71.0 $ 71.00 Hood & Duct - Plan Check.................................................$ 298.00 O Special Chemical Agent Suppression System - Plan Check...........................................$ 373.00 Wet or Dry Standpipe (Class 1, 2 and 3)* - Plan Check...........................................$ 292.00 OFixed System Inspection (each) ............................................................................................................................ Pre-concealment (Rough-in) 1= $71.00 O Overhead Hydro 2= $142.00 O Room Integrity Test 3= $213.00 O Final 4= $284.00 TOTAL: - HMP - Hazardous Materials Permits ,I Construction Permit All Paint Spray Booths (All)........................$ 143.0L 11 Paint Spray Booth - Plan Check...........................................$ 143.00 TOTAL: HYDRAULIC CALCULATIONS FOR PRO-SPOT MEZZ. 5932 SEA OTTER PLACE CARLSBAD, CA. 92010 DRAWING NUMBER: FS-3 DATE: 10/26/16 -DESIGN DATA- REMOTE AREA NUMBER: #1 REMOTE AREA LOCATION: UNDER MEZZ. OCCUPANCY CLASSIFICATION: ORDINARY HAZARD 2 DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 TYPE OF SPRINKLERS CALCULATED: 5.6 UPRIGHT NUMBER OF SPRINKLERS CALCULATED: 15 HOSE-STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 644.7 gpm FLOW AND PRESSURE (AT BASE OF RISER): 394.7 gpm 8 56.3 psi TYPE OF SYSTEM: WET / GRID WATER SUPPLY Source: CARLSBAD FIRE Test Date: 10/05/16 Test By: J. MAEL Location: SITE HYDRANT Static: 126 psi Residual: 112 psi Flow: 5,000 gpm Source Elevation Relative to Finished Floor Level: -3 ft. INSTALLING CONTRACTOR Name: TITAN FIRE Address: 2880 SCOTT ST. #105, VISTA, CA. 92081 Phone: 760-295-3436 Certification number: C16-989280 NAME OF DESIGNER: NICK DEGEORGE (DG DESIGN 619-248-1732) AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD NOTES: Calculations performed by HASS under license # 38020412 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER NEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ WATER SUPPLY ANALYSIS Static: 113.40 psi Resid: 100.80 psi Flow: 5000.0 gpm 120.0 1A1 100.0 G A U 80.0 G E 2A2 P R 60.0 E S S U R 40.0 E p S 20.0 i ME -14.7 LEGEND 1 lAvailable pressure 113.12 psi 8 644.7 gpm 2 •Required pressure 73.27 psi 0 644.7 gpm A lAvail. OnSite Demand Press. 113.12 psi @ 394.7 gpm A •Req. OnSite Demand Press. 73.27 psi 8 394.7 gpm Source Supply Curve System Demand Curve Available at Source. 10015002000 2500 3000 3500 4000 4500 5000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 113.4 100.8 5000.0 113.1 644.7 73.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 644.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 394.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) Hi 13.0 K= 5.60 23.0 26.9 H2 13.0 K= 5.60 22.3 26.4 H3 13.0 K= 5.60 21.8 26.2 H4 13.0 K= 5.60 21.6 26.0 H5 13.0 K= 5.60 21.6 26.0 H6 13.0 K= 5.60 23.1 26.9 H7 13.0 K= 5.60 22.3 26.4 H8 13.0 K= 5.60 21.8 26.2 H9 13.0 K= 5.60 21.6 26.0 H10 13.0 K= 5.60 21.6 26.0 Hii 13.0 K= 5.60 23.2 26.9 H12 13.0 K= 5.60 22.3 26.5 H13 13.0 K= 5.60 21.9 26.2 H14 13.0 K= 5.60 21.6 26.0 H15 13.0 K= 5.60 21.6 26.0 1 12.0 - - - - 39.6 - - - 2 12.0 - - - - 24.7 - - - 3 12.0 - - - - 23.9 - - - 4 12.0 - - - - 23.5 - - - 5 12.0 - - - - 23.2 - - - 6 12.0 - - - - 23.2 - - - 7 12.0 - - - - 23.2 - - - 8 12.0 - - - - 39.7 - - - 9 12.0 - - - - 24.8 - - - 10 12.0 - - - - 23.9 - - - ii 12.0 - - - - 23.5 - - - 12 12.0 - - - - 23.2 - - - 13 12.0 - - - - 23.2 - - - 14 12.0 - - - - 23.2 - - - 15 12.0 - - - - 40.3 - - - 16 12.0 - - - - 24.9 - - - 17 12.0 - - - - 24.0 - - - 18 12.0 - - - - 23.5 - - - 19 12.0 - - - - 23.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 20 12.0 21 12.0 POC 24.0 El 24.0 E2 24.0 E3 24.0 E4 24.0 E5 24.0 E6 24.0 E7 24.0 E8 24.0 E9 24.0 E10 24.0 Eli 24.0 E12 24.0 E13 24.0 E14 24.0 E15 24.0 E16 24.0 E17 24.0 E18 24.0 E19 24.0 E20 24.0 E21 24.0 E22 24.0 E23 24.0 E24 24.0 E25 24.0 E26 24.0 E27 24.0 E28 24.0 E29 24.0 E30 24.0 E31 24.0 E32 24.0 E33 24.0 TOR 24.0 BOR 0.5 SF1 3.0 BF2 3.0 UG -3.0 SOURCE -3.0 NODE TYPE PRESSURE DISCHARGE NOTES (PSI) (GPM) 23.2 23.2 42.6 45.4 45.4 45.4 45.4 45.4 45.4 45.4 45.5 45.5 45.5 45.5 45.5 45.5 45.6 45.6 45.7 44.7 44.7 44.7 44.7 44.6 44.6 44.6 44.5 44.4 44.4 44.2 44.1 43.9 43.7 43.5 42.7 42.7 46.0 56.3 55.5 70.5 73.2 SOURCE 73.3 394.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ NFPA2 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frrn Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 204.00 120 45.4 El 24.0 45.4 17.0 E18 2.000 E: 6.0 42.00 0.0 E17 24.0 44.7 17.0 2.157 3T:36.0 246.00 0.003 0.7 Pipe: 2 0.0 34.1 E19 204.00 120 45.4 E2 24.0 45.4 -17.0 E17 2.000 E: 6.0 42.00 0.0 E18 24.0 44.7 17.0 2.157 3T:36.0 246.00 0.003 0.7 Pipe: 3 0.0 51.2 E20 204.00 120 45.4 E3 24.0 45.4 -34.1 E18 2.000 E: 6.0 42.00 0.0 E19 24.0 44.7 17.1 2.157 3T:36.0 246.00 0.003 0.7 Pipe: 4 0.0 70.2 E21 172.00 120 45.4 E4 24.0 45.4 -51.2 E19 2.000 4T:48.0 48.00 0.0 E20 24.0 44.7 19.0 2.157 220.00 0.004 0.8 Pipe: 5 0.0 89.4 E22 172.00 120 45.4 E5 24.0 45.4 -70.2, E20 2.000 4T:48.0 48.00 0.0 E21 24.0 44.6 19.2 2.157 220.00 0.004 0.8 Pipe: 6 0.0 109.0 E23 172.00 120 45.4 E6 24.0 45.4 -89.4 E21 2.000 4T:48.0 48.00 0.0 E22 24.0 44.6 19.6 2.157 220.00 0.004 0.8 Pipe: 7 0.0 129.2 E24 172.00 120 45.4 E7 24.0 45.4 -109.0 E22 2.000 4T:48.0 48.00 0.0 E23 24.0 44.6 20.2 2.157 220.00 0.004 0.9 Pipe: 8 0.0 150.1 E25 172.00 120 45.5 E8 24.0 45.5 -129.2 E23 2.000 4T:48.0 48.00 0.0 E24 24.0 44.5 20.9 2.157 220.00 0.004 0.9 Pipe: 9 0.0 172.0 E26 172.00 120 45.5 E9 24.0 45.5 -150.1 E24 2.000 4T:48.0 48.00 0.0 E25 24.0 44.4 21.9 2.157 220.00 0.005 1.0 Pipe: 10 0.0 195.1 E27 172.00 120 45.5 E10 24.0 45.5 -172.0 E25 2.000 4T:48.0 48.00 0.0 E26 24.0 44.4 23.1 2.157 220.00 0.005 1.1 Pipe: 11 0.0 219.6 E28 172.00 120 45.5 Ell 24.0 45.5 -195.1 E26 2.000 4T:48.0 48.00 0.0 E27 24.0 44.2 24.5 2.157 220.00 0.006 1.2 Pipe: 12 0.0 245.8 E29 172.00 120 45.5 E12 24.0 45.5 -219.6 E27 2.000 4T:48.0 48.00 0.0 E28 24.0 44.1 26.2 2.157 220.00 0.006 1.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 274.0 E30 172.00 120 45.5 E13 24.0 45.5 -245.8 E28 2.000 4T:48.0 48.00 0.0 E29 24.0 43.9 28.2 2.157 220.00 0.007 1.6 Pipe: 14 0.0 304.4 E31 172.00 120 45.6 E14 24.0 45.6 -274.0 E29 2.000 4T:48.0 48.00 0.0 E30 24.0 43.7 30.4 2.157 220.00 0.008 1.9 Pipe: 15 0.0 90.3 POC 120.00 120 45.6 E15 24.0 45.6 -44.9 E33 2.000 E: 6.0 42.00 0.0 E32 24.0 42.7 45.4 2.157 3T:36.0 162.00 0.018 2.9 Pipe: 16 0.0 0.0 120.00 120 45.7 E16 24.0 45.7 44.9 E32 2.000 4T:48.0 48.00 0.0 E33 24.0 42.7 44.9 2.157 168.00 0.017 2.9 Pipe: 17 0.0 394.7 15 26.00 120 42.7 E32 24.0 42.7 -304.4 E31 4.000 E:13.0 13.00 0.0 POC 24.0 42.6 90.3 4.260 39.00 0.002 0.1 Pipe: 18 0.0 394.7 15 25.00 120 43.5 E31 24.0 43.5 -90.3 E32 4.000 E:13.0 13.00 0.0 POC 24.0 42.6 304.4 4.260 38.00 0.022 0.8 Pipe: 19 0.0 34.1 E19 12.00 120 44.7 E17 24.0 44.7 -17.0 E2 4.000 ---- 0.00 0.0 E18 24.0 44.7 17.0 4.260 12.00 0.000 0.0 Pipe: 20 0.0 51.2 E20 12.00 120 44.7 E18 24.0 44.7 -17.1 E3 4.000 ---- 0.00 0.0 E19 24.0 44.7 34.1 4.260 12.00 0.000 0.0 Pipe: 21 0.0 70.2 E21 44.00 120 44.7 E19 24.0 44.7 -19.0 E4 4.000 2E:26.0 26.00 0.0 E20 24.0 44.7 51.2 4.260 70.00 0.001 0.1 Pipe: 22 0.0 89.4 E22 12.00 120 44.7 E20 24.0 44.7 -19.2 E5 4.000 ---- 0.00. 0.0 E21 24.0 44.6 70.2 4.260 12.00 0.001 0.0 Pipe: 23 0.0 109.0 E23 12.00 120 44.6 E21 24.0 44.6 -19.6 E6 4.000 ---- 0.00 0.0 E22 24.0 44.6 89.4 4.260 12.00 0.002 0.0 Pipe: 24 0.0 129.2 E24 12.00 120 44.6 E22 24.0 44.6 -20.2 E7 4.000 ---- 0.00 0.0 E23 24.0 44.6 109.0 4.260 12.00 0.003 0.0 Pipe: 25 0.0 150.1 E25 12.00 120 44.6 E23 24.0 44.6 -20.9 E8 4.000 ---- 0.00 0.0 E24 24.0 44.5 129.2 4.260 12.00 0.004 0.1 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 26 0.0 172.0 E26 12.00 120 44.5 E24 24.0 44.5 -21.9 E9 4.000 ---- 0.00 0.0 E25 24.0 44.4 150.1 4.260 12.00 0.006 0.1 Pipe: 27 0.0 195.1 E27 12.00 120 44.4 E25 24.0 44.4 -23.1 E10 4.000 ---- 0.00 0.0 E26 24.0 44.4 172.0 4.260 12.00 0.008 0.1 Pipe: 28 0.0 219.6 E28 12.00 120 44.4 E26 24.0 44.4 -24.5 Eli 4.000 ---- 0.00 0.0 E27 24.0 44.2 195.1 4.260 12.00 0.010 0.1 Pipe: 29 0.0 245.8 E29 12.00 120 44.2 E27 24.0 44.2 -26.2 E12 4.000 ---- 0.00 0.0 E28 24.0 44.1 219.6 4.260 12.00 0.012 0.1 Pipe: 30 0.0 274.0 E30 12.00 120 44.1 E28 24.0 44.1 -28.2 E13 4.000 ---- 0.00 0.0 E29 24.0 43.9 245.8 4.260 12.00 0.015 0.2 Pipe: 31 0.0 304.4 E31 12.00 120 43.9 E29 24.0 43.9 -30.4 E14 4.000 ---- 0.00 0.0 E30 24.0 43.7 274.0 4.260 12.00 0.018 0.2 Pipe: 32 0.0 0.0 11.00 120 43.7 E30 24.0 43.7 304.4 POC 4.000 ---- 0.00 0.0 E31 24.0 43.5 304.4 4.260 11.00 0.022 0.2 Pipe: 33 0.0 90.3 POC 12.00 120 42.7 E33 24.0 42.7 -45.4 E15 4.000 ---- 0.00 0.0 E32 24.0 42.7 44.9 4.260 12.00 0.001 0.0 Pipe: 34 0.0 0.0 12.00 120 45.4 E2 24.0 45.4 17.0 E17 6.000 ---- 0.00 0.0 El 24.0 45.4 17.0 6.357 12.00 0.000 0.0 Pipe: 35 0.0 17.0 El 12.00 120 45.4 E3 24.0 45.4 17.0 E18 6.000 ---- 0.00 0.0 E2 24.0 45.4 34.1 6.357 12.00 0.000 0.0 Pipe: 36 0.0 34.1 E2 12.00 120 45.4 E4 24.0 45.4 17.1 E19 6.000 ---- 0.00 0.0 E3 24.0 45.4 51.2 6.357 12.00 0.000 0.0 Pipe: 37 0.0 51.2 E3 12.00 120 45.4 E5 24.0 45.4 19.0 E20 6.000 ---- 0.00 0.0 E4 24.0 45.4 70.2 6.357 12.00 0.000 0.0 Pipe: 38 0.0 70.2 E4 12.00 120 45.4 E6 24.0 45.4 19.2 E21 6.000 ---- 0.00 0.0 E5 24.0 45.4 89.4 6.357 12.00 0.000 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10126/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) D±sch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 89.4 E5 12.00 120 45.4 E7 24.0 45.4 19.6 E22 6.000 ---- 0.00 0.0 E6 24.0 45.4 109.0 6.357 12.00 0.000 0.0 Pipe: 40 0.0 109.0 E6 12.00 120 45.5 E8 24.0 45.5 20.2 E23 6.000 0.00 0.0 E7 24.0 45.4 129.2 6.357 12.00 0.001 0.0 Pipe: 41 0.0 129.2 E7 12.00 120 45.5 E9 24.0 45.5 20.9 E24 6.000 ---- 0.00 0.0 ES 24.0 45.5 150.1 6.357 12.00 0.001 0.0 Pipe: 42 0.0 150.1 E8 12.00 120 45.5 E10 24.0 45.5 21.9 E25 6.000 ---- 0.00 0.0 E9 24.0 45.5 172.0 6.357 12.00 0.001 0.0 Pipe: 43 0.0 172.0 E9 12.00 120 45.5 Eli 24.0 45.5 23.1 E26 6.000 ---- 0.00 0.0 E10 24.0 45.5 195.1 6.357 12.00 0.001 0.0 Pipe: 44 0.0 195.1 E10 12.00 120 45.5 E12 24.0 45.5 24.5 E27 6.000 ---- 0.00 0.0 Eli 24.0 45.5 219.6 6.357 12.00 0.002 0.0 Pipe: 45 0.0 219.6 Eli 12.00 120 45.5 E13 24.0 45.5 26.2 E28 6.000 ---- 0.00 0.0 E12 24.0 45.5 245.8 6.357 12.00 0.002 0.0 Pipe: 46 0.0 245.8 E12 12.00 120 45.6 E14 24.0 45.6 28.2 E29 6.000 ---- 0.00 0.0 E13 24.0 45.5 274.0 6.357 12.00 0.003 0.0 Pipe: 47 0.0 274.0 E13 12.00 120 45.6 E15 24.0 45.6 30.4 E30 6.000 ---- 0.00 0.0 E14 24.0 45.6 304.4 6.357 12.00 0.003 0.0 Pipe: 48 0.0 304.4 E14 12.00 120 45.7 E16 24.0 45.7 45.4 E32 6.000 ---- 0.00 0.0 E15 24.0 45.6 349.8 6.357 12.00 0.004 0.0 Pipe: 49 0.0 349.8 E15 14.00 120 46.0 TOR 24.0 46.0 44.9 E33 6.000 3E:54.0 54.00 0.0 E16 24.0 45.7 394.7 6.357 68.00 0.005 0.3 Pipe: 50 0.0 0.0 23.50 120 56.3 BOR 0.5 56.3 394.7 E16 6.000 ---- 0.00 10.2 TOR 24.0 46.0 394.7 6.357 23.50 0.005 0.1 Pipe: 51 0.0 0.0 35.00 150 55.5 BF1 3.0 55.5 394.7 TOR 8.000 5E135.0 188.00 -1.1 BOR 0.5 56.3 394.7 7.980 T:53.0 223.00 0.001 0.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT NEZZ Pipe Tag K-fac Add Fl Add El To Fit: L C (Pt) Erm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 0.0 Fixed Pressure Loss Device BF2 3.0 70.5 394.7 BOR 15.0 psi, 394.7 gpm BE1 3.0 55.5 394.7 Pipe: 53 0.0 0.0 2E:54.0 25.00 150 73.2 TJG -3.0 73.2 394.7 BF1 8.000 T:53.0 113.00 2.6 BF2 3.0 70.5 394.7 7.980 G: 6.0 138.00 0.001 0.2 Pipe: 54 Source 0.0 130.00 150 73.3 SOURCE -3.0 73.3 394.7 BF2 10.000 E:30.0 30.00 0.0 UG -3.0 73.2 394.7 9.790 160.00 0.000 0.1 Pipe: 55 0.0 103.4 3 107.00 120 39.6 1 12.0 39.6 26.9 Hi 2.000 T:12.0 12.00 0.0 2 12.0 24.7 130.3 2.157 119.00 0.125 14.8 Pipe: 56 0.0 77.0 4 10.00 120 24.7 2 12.0 24.7 26.4 H2 2.000 ---- 0.00 0.0 3 12.0 23.9 103.4 2.157 10.00 0.081 0.8 Pipe: 57 0.0 50.8 5 10.00 120 23.9 3 12.0 23.9 26.2 H3 2.000 ---- 0.00 0.0 4 12.0 23.5 77.0 2.157 10.00 0.047 0.5 Pipe: 58 0.0 24.8 6 10.00 120 23.5 4 12.0 23.5 26.0 H4 2.000 ---- 0.00 0.0 5 12.0 23.2 50.8 2.157 10.00 0.022 0.2 Pipe: 59 0.0 0.0 10.00 120 23.2 5 12.0 23.2 24.8 2.000 ---- 0.00 0.0 6 12.0 23.2 24.8 2.157 10.00 0.006 0.1 Pipe: 60 0.0 0.0 3.00 120 23.2 7 12.0 23.2 1.2 2.000 T:12.0 12.00 0.0 6 12.0 23.2 1.2 2.157 15.00 0.000 0.0 Pipe: 61 0.0 104.1 10 107.00 120 39.7 8 12.0 39.7 26.9 H6 2.000 T:12.0 12.00 0.0 9 12.0 24.8 131.0 2.157 119.00 0.126 15.0 Pipe: 62 0.0 77.6 ii 10.00 120 24.8 9 12.0 24.8 26.4 H7 2.000 ---- 0.00 0.0 10 12.0 23.9 104.1 2.157 10.00 0.082 0.8 Pipe: 63 0.0 51.5 12 10.00 120 23.9 10 12.0 23.9 26.2 H8 2.000 ---- 0.00 0.0 ii 12.0 23.5 77.6 2.157 10.00 0.048 0.5 Pipe: 64 0.0 25.4 13 10.00 120 23.5 11 12.0 23.5 26.0 H9 2.000 ---- 0.00 0.0 12 12.0 23.2 51.5 2.157 10.00 0.022 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/26/2016IGN CALCS\HRS SYSTENS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frrn Node El (ft) PT (q) Node! Nom ID Eq.Ln. F • (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 65 0.0 0.0 10.00 120 23.2 12 12.0 23.2 25.4 2.000 ---- 0.00 0.0 13 12.0 23.2 25.4 2.157 10.00 0.006 0.1 Pipe: 66 0.0 0.0 3.00 120 23.2 14 12.0 23.2 0.6 2.000 T:12.0 12.00 0.0 13 12.0 23.2 0.6 2.157 15.00 0.000 0.0 Pipe: 67 0.0 106.4 17 107.00 120 40.3 15 12.0 40.3 26.9 Hil 2.000 T:12.0 12.00 0.0 16 12.0 24.9 133.4 2.157 119.00 0.130 15.5 Pipe: 68 0.0 80.0 18 10.00 120 24.9 16 12.0 24.9 26.5 H12 2.000 ---- 0.00 0.0 17 12.0 24.0 106.4 2.157 10.00 0.086 0.9 Pipe: 69 0.0 53.8 19 10.00 120 24.0 17 12.0 24.0 26.2 H13 2.000 ---- 0.00 0.0 18 12.0 23.5 80.0 2.157 10.00 0.050 0.5 Pipe: 70 0.0 27.7 20 10.00 120 23.5 18 12.0 23.5 26.0 H14 2.000 ---- 0.00 0.0 19 12.0 23.3 53.8 2.157 10.00 0.024 0.2 Pipe: 71 0.0 1.7 21 10.00 120 23.3 19 12.0 23.3 26.0 H15 2.000 ---- 0.00 0.0 20 12.0 23.2 27.7 2.157 10.00 0.007 0.1 Pipe: 72 0.0 0.0 3.00 120 23.2 20 12.0 23.2 1.7 14 2.000 T:12.0 12.00 0.0 21 12.0 23.2 1.7 2.157 15.00 0.000 0.0 Pipe: 73 0.0 0.0 10.00 120 23.2 14 12.0 23.2 1.2 6 2.500 ---- 0.00 0.0 7 12.0 23.2 1.2 2.635 10.00 0.000 0.0 Pipe: 74 0.0 1.2 7 10.00 120 23.2 21 12.0 23.2 0.6 13 2.500 ----- 0.00 0.0 14 12.0 23.2 1.7 2.635 10.00 0.000 0.0 Pipe: 75 0.0 0.0 10.00 120 39.7 8 12.0 39.7 130.3 2 3.000 ---- 0.00 0.0 1 12.0 39.6 130.3 3.260 10.00 0.017 0.2 Pipe: 76 0.0 130.3 1 10.00 120 40.3 15 12.0 40.3 131.0 9 3.000 ---- 0.00 0.0 8 12.0 39.7 261.3 3.260 10.00 0.060 0.6 Pipe: 77 0.0 261.3 8 18.00 120 42.6 POC 24.0 42.6 133.4 16 3.000 2E:20.0 40.00 -5.2 15 12.0 40.3 394.7 3.260 T:20.0 58.00 0.129 7.5 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/26!2016IGN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ Pipe Tag K-fac Add Fl Add El To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 78 5.60 26.9 Disch . 1.00 120 24.7 2 12.0 24.7 0.0 1.000 T: 6.0 6.00 0.4 Hl 13.0 23.0 26.9 1.097 7.00 0.181 1.3 Pipe: 79 5.60 26.4 Disch 1.00 120 23.9 3 12.0 23.9 0.0 1.000 T: 6.0 6.00 0.4 H2 13.0 22.3 26..4 1.097 7.00 0.175 1.2 Pipe: 80 5.60 26.2 Disch 1.00 120 23.5 4 12.0 23.5 0.0 1.000 T: 6.0 6.00 0.4 H3 13.0 21.8 26.2 1.097 7.00 0.172 1.2 Pipe: 81 5.60 26.0 Disch 1.00 120 23.2 5 12.0 23.2 0.0 1.000 T: 6.0 6.00 0.4 H4 13.0 21.6 26.0 1.097 7.00 0.170 1.2 Pipe: 82 5.60 26.0 Disch 1.00 120 23.2 6 12.0 23.2 0.0 1.000 T: 6.0 6.00 0.4 H5 13.0 21.6, 26.0 1.097 7.00 0.170 1.2 Pipe: 83 5.60 26.9 Disch 1.00 120 24.8 9 12.0 24.8 0.0 1.000 T: 6.0 6.00 0.4 H6 13.0 23.1 26.9 1.097 7.00 0.181 1.3 Pipe: 84 5.60 26.4 Disch 1.00 120 23.9 10 12.0 23.9 0.0 1.000 T: 6.0 6.00 0.4 H7 13.0 22.3 26.4 1.097 7.00 0.175 1.2 Pipe: 85 5.60 26.2 Disch 1.00 120 23.5 11 12.0 23.5 0.0 1.000 T: 6.0 6.00 0.4 H8 13.0 21.8 26.2 1.097 7.00 0.172 1.2 Pipe: 86 5.60 26.0 Disch 1.00 120 23.2 12 12.0 23.2 0.0 1.000 T: 6.0 6.00 0.4 H9 13.0 21.6 26.0 1.097 7.00 0.170 1.2 Pipe: 87 5.60 26.0 Disch 1.00 120 23.2 13 12.0 23.2 0.0 1.000 T: 6.0 6.00 0.4 H10 13.0 21.6 26.0 1.097 7.00 0.170 1.2 Pipe: 88 5.60 26.9 Disch 1.00 120 24.9 16 12.0 24.9 0.0 1.000 T: 6.0 6.00 0.4 Hll 13.0 23.2 26.9 1.097 7.00 0.182 1.3 Pipe: 89 5.60 26.5 Disch 1.00 120 24.0 17 12.0 24.0 0.0 1.000 T: 6.0 6.00 0.4 H12 13.0 22.3 26.5 1.097 7.00 0.176 1.2 Pipe: 90 5.60 26.2 Disch 1.00 120 23.5 18 12.0 23.5 0.0 '1.000 T: 6.0 6.00 0.4 H13 13.0 21.9 26.2 1.097 7.00 0.172 1.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/26/20161GN CALCS\HRS SYSTEMS\HASS85\PRO-SPOT INTER MEZZ PEAK.SDF JOB TITLE: PROSPOT MEZZ Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 91 5.60 26.0 Disch 1.00 120 23.3 19 12.0 23.3 0.0 1.000 T: 6.0 6.00 0.4 H14 13.0 21.6 26.0 1.097 7.00 0.171 1.2 Pipe: 92 5.60 26.0 Disch 1.00 120 23.2 20 12.0 23.2 0.0 1.000 T: 6.0 6.00 0.4 F115 13.0 21.6 26.0 1.097 7.00 0.170 1.2 NOTES (HASS) Calculations were performed by the BASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 38020412 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.096 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.2 ft/sec at pipe 77. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 21.557 psi Minimum pressure with remote area shifted one sprinkler space toward left cross main: 22.115 psi Remote area is located adjacent to right cross main Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOURCE under full flow conditions is 112.99 psi compared to the minimum required pressure of 20.00 psi. Notes A l I TIAN FIRE PROTECTION Fire Protection Contractor - License #989280 V7 FIRE SUPRESSION MATERIAL SUBMITTAL PRO SPOT INTERNATIONAL 5932 SEA OTTER PLACE CARLSBAD, CA. CONTRACT NO. 16-237 FPC20I6-0003 5932 Sea Otter PL 2880 Scott Street, Suite 105 - Vista, CA 92081 760-295-3881 - phone - 760-295-3437 - fax www.titanfpinc.com Page OITA14 FIRE PROTECTION Fire Protection Contractor - License #989280 TABLE OF CONTENTS SPRINKLERS OVERHEAD PIPE AND FITTINGS HANGERS AND SEISMIC OTHER 2880 Scott Streei, Suite 105 - Vista, CA 92081 760-295-3881 - phone - 760-295-3437 - fax www.titanfpinc.com Page 1 FireLock® V27, K5.6 \4tauIIcr Models V2703, V2707, V2704, V2708 40.10 Standard Spray Technical Specifications: Upright, Pendent and Recessed Pendent Standard and Quick Response Models: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: 1/2 /13 mm 8 V2703/V2704 V2707/V2708 V2707/V2708 Upright Pendent Recessed Pendent Approvals/Listings: c®cj(® S CE 0786 See Victaulic Publication 1.0.01 for more details. Product Description: These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides Up to I4/19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. K Factor: 5.6 Imp./8.1 SI.' Nominal Thread Size: ½ NPT/15 mm Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Mm. Operating Pressure: 7 psi/48 kPa 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Exaggerated for clarity Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic company. All rights reserved. 1 ictauIic victaulic.com I Sprinklers I FireLock I K5.6, V27 I Publication 40.10 Material Specifications: Accessories Upright Deflector: Bronze per UNS C11000 Pendent Deflector: Bronze per UNS C51000 Installation Wrench: Bulb: Glass with glycerin solution Li Open End: V27 Bulb Nominal Diameter: Recessed: V27-2 Li LI Standard: 5.0 mm Sprinkler Finishes: Li Quick Response: 3.0 mm Li Plain Brass Load Screw: Bronze per UNS C65100 Li Chrome plated Pip Cap: Bronze per UNS C65100 Li White painted3 Spring: Beryllium nickel LI Black painted3 Seal: Teflon2 tape Li Custom painted3 Frame: Die cast brass 65-30 Li Proprietary Nickel Teflon2 coating3 Lodgement Spring: Stainless steel per UNS S30200 LI VC-2504 155, 200, 286 SR Only: Li Wax3 For cabinets and other accessories refer to separate sheet. 2 Teflon is a registered trademark of Dupont co. UL Listed for corrosion resistance. DL Listed and FM Approved for corrosion resistance. 40.10 2544 Rev. j updated 07/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 2 \/taUiic victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Approvals/Listings: Model APPROVALS/LISTINGS V2703 V2707 V2707 V2704 V2708 V2708 ' Orifice Size (inches) \ 1/2" 1/2" 1/2" 1/2" / 1/2" 1/2" Orifice Size (mm) \ 13 13 13 13 / 13 13 Nominal K Factor Imperial 5.6 56 5.6 5.6 I 5.6 5.6 Nominal K Factor SI.5 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard I Standard Standard Quick Quick Quick Deflector Type Upright Pendent Recessed Upright Pendent Recessed Pendent Pendent Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 1351757°C 135°F/570C 1550F/680C 155°F/68°C 155°F/68°C 155°F/680C 155°F/68°C 135°F/57°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 2001793°C 200°F/93°C 200°F/930C 200°F/930C 200°F/93°c 175°F/79°C 28617141°C 286°F/141 °C 286°F/141°C 2860F/141°C 286°F/1410C 200°F/93°C 360°F/1 82°C 360°F/1 82°C 135°F/57°C 135°F/57°C 135°F/570C 135°F/57°C 1550F/680C 155°F/680C 135°F/570C 155°F/68°C 155°F/68°C 135°F/57°C FM 1750F/790C 175°F/79°C 155°F/68°C 175°F/79°C 175°F/790C 155°F/68°C 200°F/93°C 200°F/93°C 175°F/79°C 200°F/93°C 200°F/930c 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 2860F/1410C 286°F/141°C 200°F/93°C 360°F/1820C 360°F/182°C 1350F/570C 1350F/57°C 1350F/57°C 135°F/57°C 135°F157°C 1551768°C 155°F/680C 155°F/68°C 155°F/680C 155°F/680C 135°F/57°C NYC/MEA 62-99-E 1751779°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 200°F/930C 200°F/930C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/141 °C 286°F/141°C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/1 82°C 360°F/182°C 135°F/570C 135°F/57°C 1350F/57°C 1350F/57°C 135°F/57°C 155°F/68°C 155°F/680C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C CSFM 7690-0531:112 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 1550F/680C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141 °C 2860F/1 411C 2860F/1410C 286°F/1410C 2860F/1410C 200°F/93°C 360°F/i 82°c 360°F/1 82°c 135°F/57°C 1550F/680C 135°F/570C LPCB 175°F/79°C None None 155°F/68°C None None 200°F/93°C 175°F/790C 286°F/141°C 200°F/93°C 135°F/570C 135°F/57°C 135°F/57°C 135°F/570C 155°F/680C 155°F/680C 135°F/570C 155°F/68°C 1550F/68°C 135°F/57°C VNIIPO 1750F/790C 175°F/79°C 155°F/68°C 175°F/79°C 175°F/79°C 1550F/680C 200°F/93°C 200°F/93°C 175°F/79°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/1 41°C 286'F/1 41'C 200°F/93°C 286°F/141°C 286°F/141°C 200°F/93°C 360°F/182°C 360°F/1820C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155°F/68°C 155°F/68°C None 155°F/68°C 155°F/680C None 200°F/930C 200°F/93°C 200°F/93°C 200°F/930C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C VdS 1750F/790C None None 1751779°C None None 200°F/93°C 200°F/93°C 286'F/1 41'C 286°F/1 41°C 360°F/1 82°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C CE 175°F/79°C None None 175°F/79°C None None 200°F/93°C 200°F/93°C 2860F/1410C 286°F/141°C 360°F/182°C For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 FM Approved with 1/2" adjustment escutcheon only - quick response Note: Listings and Approvals as of printing. All are approved open. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 3 j::taUIiC 10o/ 37 mm 2 60 1W! 2W! 41 mm 60 mm victaulic.com I Sprinklers I FireLocke I K5.6, V27 I Publication 40.10 Dimensions: Standard Pendent - Standard upright - V2707, V2708 V2703, V2704 2V51 mm Mix. Hole -fli 17 mm Typical Ceiling Tile 30 mm 4; "VI Finished Surface 30 rm ___mm ________ rr MAXIMUM RECESS 75 mm MAXIMUM EXTENSION ½ Adjustment Recessed - V2707, V2708 (drawing not to scale) 251/50 mm Max. Hole Min. Hole 37 rnm Jr7r V1116 Typical Ceilin,Tfl, 24 rnm 4 24 rnm \—Finished Surface—/ MAXIMUM RECESS 75 mm MAXIMUM EXTENSION 3/4"Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 \tauIic victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Distribution Patterns: Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent uissriouuon rasserns - irajecsory N" --_ 2' 4' 6 8 10' 2' 14' 0,6. 11m IBm 2.4n, 3am 3.7m 43m Models V2703, V2704 K5.6 Standard Upright Distribution Patterns Trajectory F-E \N-- 2' 4' 6 8' 10' 12' 14' 16 GSa iSa tom 2.40, 3.0,0 3.7,,, 4.3m 4.90, NOTES: Data shown is approximate and can vary due to differences in installation. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. 40.10 2544 Rev. J Updated 07/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 5 \#tauIic 10 3am 8' 2.4m 4 1.2. 2' 10, 30m' 2Am 6 tom 4, iSa 2' Oem 8] 7psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 7 psi 48 kPa is psi 103 kPa 30 psi 207 kPa victaulic.com I Sprinklers I FireLockw I K5.6, V27 I Publication 40.10 Ratings: Available Wrenches: All glass bulbs are rated for temperatures from -67°F (-55°C) to those shown in the table below. Sprinkler Temperature Classification Victaulic Part Identification Temperature - F! C Glass Bulb Color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A 135 F/57 C 100 F/38 C Orange Ordinary C 155 F/68 C 100 F/38 C Red Intermediate E 175 F/79 C 150 F/65 C Yellow Intermediate F 200 F/93 C 150 F/65 C Green High J 286 F/141 C 225 F8/107 C Blue Extra High K 360 F/182 C 300 F/149 C Purple - M Open - No Bulb ° Standard response only. 8 150/65 if wax coated. V27-2 Recessed V27 Open End V2707, V2708 Pendent / / V2707,V2708 Recessed Pendent V2703, V2704 Upright A WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. O Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pam- phlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. Installation Note Reference should always be made to the 1-40 Victaulic FireLeck Automatic Sprinklers This product shall be manufactured by Victaulic or to Victaulic specifications. All products Installation and Maintenance Sheet for the product you are installing. This installation sheet to be installed in accordance with current Victaulic installation/assembly instructions, is included with each shipment of Victaulic products for complete installation and assembly Victaulic reserves the right to change product specifications, designs and standard data, and is available in POF format on our website at victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic is a registered trademark of Victaulic Company. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 \1tauIIc' FireLock® Escutcheons Victaulic FireLock Escutcheons are intended for use with Victaulic FireLock V24, V27, V29, V33, V34 and V36 recessed, flush, and extended pendent sprinklers. They are intended for use only with Victaulic FireLock sprinklers. Agency Approvals and Listings for Victaulic FireLock sprinklers require the use of Victaulic FireLock escutcheons exclusively. FireLock escutcheons are not Listed or Approved for use with any sprinklers other than Victaulic FireLock sprinklers. FireLock escutcheons are available in various finishes to meet many design requirements and are intended only for use with Victaulic sprinklers. Please reference the 1-40 Installation Manual before installing any product. NOTE: The V33 and V36 escutcheons are offered as part of a pre-assembled sprinkler product and are not available for individual purchase. V29 EXTENDED V29 FLUSH ESCUTCHEON ESCUTCHEON V27 AND V34 RECESSED V27 AND V34 FLUSH ESCUTCHEON ESCUTCHEON TECHNICAL SPECIFICATIONS: Material: Cold Rolled Steel Optional Materials: Brass Stainless Steel Finishes: Chrome White Custom NOTE: All Nickel Teflon* sprinklers must use stainless steel escutcheons. Stainless steel and brass options are available painted black, white or custom. See current Price List for complete offering. For expansion plate information, please refer to submittal publication 40.84. * Teflon is a registered trademark of Dupont Corporation JOB OWNER CONTRACTOR ENGINEER System No Submitted By Spec Sect Para__________ Location Approved www.victaulic.com vICTAuuc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02011 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. REV_B iictauliicr 40.88_i FIRE PROTECTION PRODUCTS -. AUTOMATIC SPRINKLER ACCESSORIES FireLock® Escutcheons FOR RECESSED OR FLUSH SPRINKLER INSTALLATION 29/167 65.10mm sII 15.91 12.70 mm mm V29 EXTENDED ESCUTCHEON V29 FLUSH ESCUTCHEON 3.03 mm _ R2"A6771.37 1 3.1m Adjustment to 3/4' or W/19.05 .4 mm 12.70 mm 0112.70mm V27 AND V34 RECESSED ESCUTCHEON V27 AND V34 FLUSH ESCUTCHEON * NOTE, THIS ESCUTCHEON CAN BE ADJUSTED TO RECESS ½ OR 64/12.70 OR 19.05 MM www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 642 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40.88B \ 4taulicr REV_B Escutcheons FOR RECESSED OR FLUSH SPRINKLER INSTALLATION WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. 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. UPDATED 212011 Ai—c—ta—ulid 40.88 6321 REV B vIcTAULIC IS A REGISTERED TRADEMARK OF viciuic COMPANY. 0 2011 vicTAuLic COMPANY. ALL RIGHTS RESERVED. 40.88 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. loon ~Weig I BU1Size 1 1.315 1.097 11.41 lbs/ft 91 1 1/4 1.660 1.442 1.81 lbs/ft 61 1 1/2 1.900 1.682 2.09 lbs/ft 61 2.375 2.157 264 lbs/ft 37 2 1L2 2.875__-_ 2.635 353 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe I_IL _IF_Ii1L_•_1T_-- _I 1 1.315 1.049 1.68 lbs/ft 70 Li 1/4 1.660 1.380 227 lbs/ft 51 Ii 1/2 1.900 1.610 2.72 lbs/ft 44 2.375 2.067 366 lbs/ft 30 2 1/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 [4 4.500 4.026 1080 lbs/ft - 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road •For additional information, U A Chesterfield, MO 63017 contact your salesperson C@ us 8 BI TUBE CMNV (800) 3254467 today at (800) 325 FAX: (636)537-2645 -4467 or LISTED www.bullmoosetube.com or from Canada < FM> ACfiRcompany e-mail: sa1es(bu11moosetube.com call (800) 8824666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer of quality pipe products. Our Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tube made the decision to have them approved and listed for your peace of mind. Our Sch. 10 and Sch. 40 have been through the same rigorous testing as our other fine pipe products. Schedule 10 Pipe Bull Moose Tube's Sch. 10 and Sch. 40 pipes are made to ASTM A135 and ASTM A795. These products are typically supplied with our protective coating but can be supplied without the coating so they can be hot-dip galvanized to meet FM requirements for use in dry systems in accordance with the zinc coating specifications of ASTM A795 or ASTM A53. All Schedule 10 and Schedule 40 pipe has a pressure rating of 300 PSI. II II nilOhI II WdgmII ftm @W 1 1.315 1.097 1.41 lbs/ft 91 1 1/4 1.660 1.442 1.81 lbs/ft 61 fl l/2 il900 1.682 2.09 lbs/ft 61 2 2.375 2.157 264 lbs/ft 37 121/2 2.875. . 2.635 . 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 iA 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe Wii7 BISize 1 1.315 1.049 1/4 H 1.660 1.380 11/2 - 1 1.900 - 1.610 2 2.375 2.067 2 1/2 2.875 2.468 3.500 3.068 14 4500 _,___4.,_0_26,_- 1.68 lbs/ft 70 2.27 lbs/ft 51 2.72 lbs/ft 3.66 lbs/ft 30 5.80 lbs/ft 30 7.58 lbs/ft . 19 10.80 lbs/ft 19 PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific filling used. 1819 Clarkson Road ., For additional information, u Chesterfield, MO 63017 Nto contact your salesperson C US BLO-L MOOSE TUBE COMPANY (800) 325-4467 FAX: (636)537-2645 today at (800) 3254467 or (636) 5372600in the USA, USTED www.bullmoosetube.com ______ or from Canada < FM> AlBEcompany e-mail: sa1estbu1lmoosetube.com call (800) 8824666 APPROVED All information contained herein is accurate as known at the time of publication. Ball Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 NO. 20 TEE NO. 10 ELBOW ALTERNATE STYLES Victaulic offers a broad line of fittings in sizes through 60/1500mm in a variety of straight and reducing styles. Most standard fittings are cast of durable ductile iron to precise tolerances. Victaulic standard fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves to permit fast installation without field preparation. The grooved design permits flexibility for easy alignment. These fittings are not intended for use with Victaulic couplings for plain end pipe (refer to Section 14.04 for fittings available for plain end applications). Fittings are provided in various materials including ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with a galvanized finish available as an option, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping systems. Fittings are provided grooved conforming to standard steel pipe outside diameters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic-Flange® adapters, check disc clearance dimensions with I.D. dimension of fitting. Note: The following Victaulic fittings are VdS approved: No.1090 Elbow, No.11 45 Elbow, No.20 Tee and No.60 Cap. Note: The following Victaulic fittings are LPCB approved: No.1090 Elbow, No.11 45 Elbow, No.12 221/2 Elbow, No.13 111/4 Elbow, No.3045 Lateral, No.30-13 Reducing Lateral, No.100 Long Radius Elbow, No.110 Long Radius Elbow, No.20 Tee, No.35 Cross, No.60 Cap, No.25 Reducing Tee, No.33 True Wye, No.50 Concentric Reducer, No.51 Eccentric Reducer and No.29M Tee with Threaded Branch. Advanced Groove System - For 14— 60"/350- 1500 mm piping systems, Victaulic now offers the Advanced Groove System (AGS). Refer to Section 20.05 for AGS fitting details. Stainless Steel -Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule 5, 40 and Type 304 available as an option) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 and 17.16 for details. Aluminum - Grooved end fittings are available in aluminum alloy 356 T6, in sizes from 1-8/25-200 mm. Refer to Section 21.03 or contact Victaulic for details. Fabricated Steel - A full range of fabricated segemtnally welded steel or full flow grooved end fittings are available refer to section 07.04. Fabricated Steel with AGS Vic-Rings - A full range of full flow fabricated fittings with Vic-Rings are also available. AGS - ADVANCED GROOVE SYSTEM Extra Heavy EndSeal® "ES" Fittings - EndSeal fittings are available in 2— 12/50-300 mm for use with "ES" grooved pipe and HP-70ES EndSeal couplings. "ES" fittings are painted black for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe service requirements. Always specify "ES EndSeal fittings" when ordering. See Section 07.03 for information on EndSeal fittings. Fittings Machined for Rubber or Urethane Lining (MRL) - For severe abrasive services, Victaulic fittings may be rubber or urethane lined (by others). Lining may be inside diameter/end (abrasion resistance) or wrap-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact Victaulic for specific details. Note: Fittings are available with a variety of coatings upon request such as hot dip galvanized, epoxy, glass lined and others. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Approved Date www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVR \4taulicr 07.011 CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 3/4 - 4/20 - 100 mm: Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 5— 67125 - 150 mm: Carbon steel, Schedule 40, conforming to ASTM A-53, Type E or S, Gr. B B - 12/200 - 300mm: Carbon steel, Schedule 30 or 40, conforming to ASTM A-53, Type E or S, Gr.B Flanged Adapter Nipples: (Nipple - see above) Class 125 Flange: Cast iron conforming to ANSI B-16.1 Class 150 Flange: Carbon steel conforming to ANSI B-16.5, raised or flat face Class 300 Flange: Carbon steel conforming to ANSI B-16.5, raised or flat face Fitting Coatings: Orange enamel Optional: Hot dip galvanized and others. Some fittings supplied electroplated as standard - see product specifications. Flanged Adapter Nipple Coating: None (Unfinished) Optional: Orange enamel, hot dip galvanized and others. www.victaulic.com ALC vIcTAuLIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2012 VICTAULIC COMPANY. ALL RIGHTS RESERvED. taulic 07.01_2 REV.R CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings not listed can be estimated from the data given, for example, a 221/2° elbow is aooroximatelv one-half the resistance of a 45° elbow. Values of mid-sizes can he internrtlated. Si e Feet/meters 1 1.315 1 1.7 0.8 4.2 1.7 25 33.7 0.5 - 2.5 0.2 - 1.3 0.5 2 2.375 3.5 1.8 1.1 8.5 3.5 50 60.3 1.1 0.8 0.5 J,3 2.6 1.1 761 mm 3.000 4.3 2.1 10.8 4.3 76.1 1,3 - 0.7 - 3.3 1.3 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 80 88.9 1 1.5 1.2 0.8 0.5 4.0 1.5 108.0 mm 4.250 i 6.4 3.2 15.3 6.4 -. 108.0 2.0 - 0.9 4.7 20 - 4 4.500 1 6.8 5.0 3.4 2.1 16.0 6.8 100 114.3 2.1 - 1.5 1.0 0.6 4.9. 2.1 1330 mm • 5.250 8.1 4.1 20.0 8.1 133.0 2.5 - 1.2 - 6.2 2.5 139•7 mm 5.500 8.5 4.2 21.0 8.5 139.7 2.6 1.3 - 6.4 2.6 5 5.563 8.5 4.2 21.0 8.5 125 141,3 2.6 - 1.3 - 6.4 2.6 1590 mm 6.250 9.4 4.9 25.0 9.6 159.0 - 2.9 - 1.5 - 7.6 2.9 165.1 mm 6.500 9.6 5.0 25.0 10.0 165.1 2.9 - 7.5 1.5 5.0 3.0 7.6 25.0 3.0 10.0 6 6.625 10.0 150 168.3 3.0 2.3 1.5 0.9 7.6 3.0 8 8.625 130 9.8 6.5 4.0 33.0 13.0 200 219.1 4.0 3.0 2.0 1.2 10.1 4.0 10 10.750 17.0 12.0 8.3 5.0 41.0 . 17.0 250 273.0 - 5.2 31 2.5 1.5 12.5 5.2 12 12.750 20.0 14.5 10.0 6.0 50.0 20.0 300 323.9 1 6.1 4.4 3.0 1.8 15.2 6.1 14 14.000 24.55 15.8 18:59 11.0 70.0 23.0 350 355.6 7.5 , 16.000 28.05 4.8 5.6 3,4 21.3 7.0 16 18.0 21.05 13.0 80.0 27.0 400 406.4 1 8.5 5.5 6.4 4.0 24.4 8.2 18 18.000 1 31.05 20.0 2355 14.0 90.0 30.0 450 457.0 9.5 6.1 7.2 4.3 274 9.1 20 20.000 34.0 § 22.5 25.5 § 16.0 100.0 33.0 800 508.0 , 10.4 1 69 7.8 4.9 30.5 10.1 24 600 24.000 42.05 610.0 1 12.8 27.0 8.2 29.55 9.0 19.0 5.8 120.0 1 36.6 40.0 12.2 Fittings available up to 60/1500 mm. Contact Victaulic for details. 8 Contact Victaulic for details. 8 For roll grooved systems, Victaulic oilers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. § Fitting flow data for 14-247350-600 MM size No. 10 and No. ii Elbows is based on fittings for Style 07 and 77 couplings. For flow data on AGS fittings (No. Wi0 and No. Wi 1 Elbows), refer to submittal 20.05. Note: All fittings are ductile iron unless otherwise noted with an 5w" or 's'. S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded www.victauliC.com vICTAuLIC IS A REGISTERED TRADEMARK OF vIcTAuLIc coMpaNy. © 2012 vicauic COMPANY. ALL RIGHTS RESERVED. REV,..R J-i -C ta uI i cr 07.013 FLOW DATA (Frictional Resistance) CARBON STEEL PIPE - GROOVED FITTINGS Grooved End Fittings Reducing Tee bCtoE.1 NO. 25 Grooved Branch NO. 29T Threaded Branch to NO. 25 C to E..] to NO. 291 - C to E - to NO. 25-SW C to E -1 L.fo NO. 291-SW 7-IN7 1 .--- --- U 1 1 ¼ 25 20 2.25sw 57 2.24sw 57 1.0 0.5 1¼ 1¼ 1 2.75sw 2.755w 1.3 32 32 25 70 - 70 0.6 1 ½ 1 ½ 3A 2.75 sw 2.75 SW 1.5 40 40 x 20 70 70 0.7 - 2.75sw 2.755w 1.5 1 25 70 70 0.7 2.75sw 2.75 Sw 1.7 1¼ 32 70 70 0.8 2 2 3/4 3.25 3.25 2.5 50 50 83 83 1.1 3.25 . . _8________ 3.25 T 2.7 1 25 _. 1¼ 3.255w 3.25sw 1.8 32 83 83 0.8 3.25 SW 3.0 1½ 3.25 40 83 83 1.4 21/2 x 21/2 x 3/4 65 65 20 3.75sw 95 3.755w 95 3.9 1.8 3.75 3.75sw 3.8 1 25 95 95 1.7 3.75 5W 4.2 1¼ 3,75 SW 32 95 95 1.7 3.75 3.75 3.9 1 ½ 40 95 95 1.8 2 3.75 3.75 Sw 4.5 50 95 95 2.0 3 3 3/4 x x 4.255w 4.255w 5.7 80 80 20 108 108 2.6 4.25 4.25 6.1 1 25 108 108 2.8 4.25 SW 108 8.0 3.6 1¼ 32 4.255w 108 4.25 I 4.25 SW 6.5 11/2 40 108 - 108 2.9 4.25 I 4.25 SW 2 6.2 50 108 - j 108 2.8 4.25 4.255W 6.4 21/2 65 108 108 2.9 4 4 1/~ x 5.005W 5.005W 8.0 100 100 20 127 127 3.6 5.00 5.00 7.8 1 25 127 127 3.5 747 4 4 11/4 100 > 100 x .__!_ 5.00 SW 127 5,005w 127_- 9.6 4.4 - 5.00 5.00 10.2 1½ 40 127 127 4.6 2 5.00 5.00 11.2 50 127 127 5.1 5.00 5.00 11.4 2112 65 127 127 5.2 5.00 5.00 11.6 3 80 127 127 5.3 5 . 5 1 125 x 125 x 25 5.50sw 140 5.50sw 140 14.0 6.4 . -. 5.505W 5.505W - 14.3 1½ 40 140 140 6.5 5,5esw 5.50 SW 14.5 2 50 140 140 6.6 5.50 5.505w 15.2 2½ 65 140 140 6.9 5.50 5.505w 3 16.6 80 140 140 7.5 5.50 5,50sw 16.7 4 100 140 140 7.6 6 x 6 1 150 150 25 6.50sw 165 6,50sw 165 23.0 . 10.4 6.50sw 6.505w 24.0 1T 40 165 165 10.9 6.50 6.50 21.6 2 50 165 1 165 1 9.8 6.50 6.50 21.4 21/2 65 165 165 11.7 14- 60" 350-1500mm AGSFor AGS fitting information, see publication 20.05 + Contact Victaulic for details. Note: All fittings are ductile iron unless otherwise noted with an 'sw" or "s" S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded IMPORTANT NOTE: No. 29T Threaded Outlet Reducing Tees are supplied NPTand are available with British Standard threads. For British Standard specify 'BSP' clearly on order. www.victaulic.com - - VICTAULIC IS A REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. 852012 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. ictauluc 07.01_1 REV_R CARBON STEEL PIPE - GROOVED FITTINGS [IPFiII Grooved End Fittings Reducing Tee Ctoj r-CtoEl o- CtoE-n r - CtoE NO. 25 Grooved Branch -1-4 i .l NO. 29T Threaded Branch N ft__iiI1; Jh NO. 25 NO. 29T NO. 25-SW NO. 291-SW ___ 6 150 6 150 > 3 80 - 6.50 165 ---- 6.50 165 26.5 12.0 6.50 6.50 25.0 4 100 165 165 11.3 6.50 6.50 23.2 5 25 165 165 10.5 61/2 165.1 61/2 > 165.1 3 80 6.50 165 6.50sw 165 24.0 10.9 6.50sw 25.0 4 6.50 100 165 165 11.3 8 200 8 200 x 1½ 40 7.755w 197 7.75sw 197 - 33.0 15.0 7.75 sw 7.75 Sw 33.5 2 50 - 197 197 15.2 7.75sw 39.0 21/2 7.75sw 65 197 197 17.7 7.755w 7.75sw 33.6 3 80 197 197 15.2 7.75 7.75 41.8 4 100 197 197 19.0 7.755w 7.75sw 34.0 5 125 197 197 154 7.75 7.75 42.3 6 150 197 197 . 19.2 7.75 Sw 197 7.75 Sw 197 48.0 21.8 1651 10 250 10 250 1½ 40 9.00 229 . 9.00 229 62.0 28.1 9.00sw 9,00sw 62.0 2 50 229 229 28.1 9.00sw 62,4 2½ 9.00sw 65 229 229 28.3 9.00sw 9.00sw 60.0 3 80 229 229 1 27.2 - 9.005w 9.005w 61.0 4 100 229 229 27.7 9.005w 52.0 5 9.005w 125 229 229 23.6 6 9.005w 9.00 Sw 59.0 150 229 229 26.8 9.00sw 9.00sw 64.7 8 200 229 229 29.3 . Approx.I Weight Each ____ 12 300 X 12 X 300 1 25 10.00sw 254 10.005w 254 770 34.9 10.00sw 10.005w 80.0 2 50 254 254 36.3 10.00sw 10.00sw -- 78,0 21/2 65 -254 254 35.4 1000sw 10.00sw 82.0 3 80 254 254 37.2 - 10.005w 10.00sw 80.0 4 100 254 -254 36.3 - 10.00sw 10.00sw 75.0 5 125 254 254 34.0 10005w 10.005w 75.0 6 150 254 254 34.0 10005w 10005w 80.0 8 200 254 254 36.3 10.00sw 10005w ' 84.0 10 250 254 254 38.1 #14 350 X 14 X 350 4 100 11.00sw 279 11.005w 279 102.0 463 1100sw 11005w 6 108.2 150 279 279 49.1 11.00 11.00 8 112.0 200 279 279 50.8 1100 11.00 120.0 10 300 279 J 279 54.4 11.00 11.00 12 129.1 300 279 279 58.6 8 16 16 4 130.0 400 X 400 100 + + 59.0 350-1500mm AGSFor AGS fitting information, see publication 20.05 + Contact Victaulic for details. Note: All fittings are ductile iron unless otherwise noted with an sw" or "s S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded IMPORTANT NOTE: No. 29T Threaded Outlet Reducing Tees are supplied NPT and are available with British Standard threads. For British Standard specify 'BSP" clearly on order. # For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. www.victaulic.com ictall VITAULIC IS REGISTERED TRADEMARK OF viclAuLIc COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVR . . 07.0111 CARBON STEEL PIPE - GROOVED FITTINGS Grooved End Fittings Reducing Tee NO. 25 Grooved Branch NO. 29T Threaded Branch 7WM U 1116 400 16 400 6 150 12.00sw 305 i 12.00sw 305 133.5 60.6 1200 12.00 8 145.0 200 305 305 65.8 12.00 12.00 149.5 10 250 305 305 67.8 154.0 12 12.00 12.00 300 305 305 69.9 12.00sw 167.0 14 350 305 - 75.8 18 450 18 450 X 4 lOO 15.50sw 394 15.50sw 394 194.0 88.0 15.50sw 15.50sw 200.0 6 150 394 394 90.7 F 15.50sw 15.50sw 202.0 8 200 394 394 91.6 15.50 1 15.50 212.0 10 250 394 L 394 96.2 15.50 15.50 f 222.6 12 300 394 394 101.0 15.50 14 230.1 350 394 - 104.4 15.50 247.6 16 400 394 - 112.3 420 500 20 500 6 X 150 17.25 438 1725 438 240.0 108.9 17.25 17.25 8 244.0 200 438 438 110.7 17.25 17.25 10 256.0 250 438 438 116.1 17.25 17.25 12 264.0 300 438 .. 438 __ 14 17.25 275.0 350 438 - 1 124.7 07.01 bCtoE.l CtoE-'1 rA C --I C o to NO. 25 NO. 29T Size No. 25 Std. No. 29T I Weight Each #20 X 20 16 500 500 400 17.25 438 L - 288.6 130.9 17.25 438 I - 297.0 134.7 18 450 24 X 24 X 8 600 600 200 10. 250 20.00 508 20.00 508 340.0 154.2 20.00 508 20.00 508 343.9 150.0 20.00 508 I 20.00 1 508 12 300 352.8 160.0 20.00 508 - 360.0 163.3 14 § 350 20.00 508 - 378.0 171.5 16 400 20.00 508 - 3800 172.4 185 450 20.00 508 - 373.0 169.2 20 500 350-1500mm AGS For AGS fitting information, see publication 20.05 + Contact Victaulic for details. Note: All fittings are ductile iron unless otherwise noted with an "sw or "s S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded IMPORTANT NOTE: No. 29TThreaded Outlet Reducing Tees are supplied NPT and are available with British Standard threads. For British Standard specify "BSP" clearly on order. 8 For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. § Cast fitting available. Contact Victaulic for details. www.victaulic.com vIcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. '02012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 07.O1_12 JAi -C t au I -id REV_R INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. 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. UPDATED 08/2012 07.01 1449 REV R Atc-ta-ulie vlcjALJLIc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 07.01 FireLock EZ® Rigid Coupling STYLE OO9H The FireLock EZ Style 009H coupling is a rigid, installation-ready coupling for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. - IMPORTANT FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems PATENTED LISTINGS/APPROVALS * The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe 11/4 1 175 365 365 365 365 32 1206 2517 2517 2517 2517 11h 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 50 175 1206 365 2517 365 2517 365 2517 365 2517 21/2 365 365 365 365 65 N/A 2517 2517 2517 2517 76.1 N/A 365 365 365 365 80 N/A 2517 2517 2517 2517 108 mm N/A 365— 365— N/A N/A N/A 365 365 365 365 100 2517 2517 2517 2517 133 mm N/A ;:. N/A N/A 1397 mm N/A N/A 290 232 365 1999 1600 2517 165.1 mm N/A N/A 1999** 365 1600 232 2517 365 68 N A / 290 1508 1999 1 2517 1600 2517 * Listed/Approved for wet and dry pipe systems (>4O*F/40*Cl. Please refer lathe Victaulic Installation Manual (I-009H_009_009V.pdf) for details concerning when supplemental lubrication is required. EN-10219(L) for 76.1mm size; EN-10255(M) Regional availability only# FM Approved only. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date__________________________________ www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. Q 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_G X. A C_ _ta _U1 i e 10.611 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.61 FireLock EZ® Rigid Coupling STYLE 009H LISTINGS/APPROVALS * Speciality Pipe I IL BLT 1'! - 2 J 1V-4 116-2 300 2068 300 j 2068 300 2068 _ 300 2068 300 2068 300 2068 300 2068 1206 EZT 1 1 - 2 .._J 300 2068 300 2068 N/A 300 2068 MT 1 V - 2 300 300 2068 2068 N/A 3011 2068 Dl FF 1V-4 300 2068 'ALT 1 1/4-2 DT FLE 11 300 /4-4 116-4 116-2 300 2068 ST 14-2 N/A 300 1 2068 El 1V15 N/A 2068 TF 300 2068 A-4 216-4 N/A 300 2068 N/A 300 EL 14-21 300 FLTL E 0 1 __2068 300 300 2068 GL 1 .6-2 1 2068 T4 2068 300 2068 300 2068 WLS 1 2 .4- 300 300 2068 2068 MF 1 V 4 300 2068 300 2068 W T 1 2 EZF - 3 300 2068 300 2068 N A 175 / 1206 300 300 XL 11/-2 2068 t 2068 Note The Specialty Pipe table only applies to imperial sizes, NOT to metric sizes. www.victaulic.com Ai - VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. tauluc 10.61_2 REVG STYLE 009H PRE-ASSEMBLED (PUSH ON CONDITION) STYLE 009H JOINT ASSEMBLED IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.61 FireLock EZ® Rigid Coupling STYLE 009H MATERIAL SPECIFICATIONS Dimensions - Inches/mm At. Ea. i i1-2 'ii r 1¼ 1.660 365 790 010 2 -3/8x2 295 1 477 270 463 1 193 1.4 32 1½ 424 1.900 2517 3514 254 365 1035 010 -M10x2 2 - 3/8 x 2 75 121 3.19 4.97 69 2.94 118 49 479 1.93 0.7 1.5 40 48.3 2517 4604 254 -M10x2 81 126 75 122 49 0.7 2 237 5 365 1616 0.12 2 3/8 x 2 3.79 5.53 3.45 5.42 1.93 1.9 50 603 2¼7173 105 -M10x2 96 HO 88 138 49 0.9 2½ 2.875 365 2370 0.12 2 - 3/8x 2½ 4.29 6.09 3.92 5.85 1.93 2.1 65 730 2517 i 10542 3.05 -M10x21/2 109 155 100 149 49 1.0 761 mm 3.000 365 1 2580 1 0.12 2 -3/8x2 ½ 4.40 6.31 4.05 5.90 1 1.93 2.1 761 2517 11476 3.05 -M10x21/2 112 160 103 150 1 49 1.0 3 3.500 365 1 3512 0.12 2 - 3/8 x 2½ 4.91 6.70 4.55 6.46 1 1.93 2.3 80 889 257 15622 305 -M10x21/2 125 170 116 164 1 49 1.0 4.250 365 5178 017 2 3/8x2 ½ 5.56 7.61 5.27 7.51 2.14 2.8 108 m m 1080 2517 23030 4.32 - Mb 0 x 2½ 141 193 134 191 1, 54 1.2 4 4.500 365 5805 0.17 2 - 3/8 s2½ 5.95 7.82 5.54 1 7.47 2.14 2.9 100 1143 2517 25822 432 -M10x21/2 151 199 141 190 55 1.3 133 mm 5.250 365 7900 1 0.17 2 - 3/8 x 2 ½ 6.66 9.11 6.36 9.01 2.14 4.3 1330 2517 35140 4.33 -M10x21/2 169 232 162 229 55 1.9 5.500 365 8620 0.17 2 -3 x 2 1h 6.75 9.29 6.46 9.23 1 2.09 4.6 1397mm 1397 2517 38340 4.32 - MID 2½ 172 1 236 164 234 1 53 2.1 1651 mm 6.500 290 9623 0.17 2 - 5/8 x3¼ 7.84 10.93 7,55 10.85 1 2.11 5.69 165.1 1999 42805 4.32 -M16x3¼ 199 278 192 276 1 54 2.6 6 6.625 290 1 9997 0.17 2 - 5/8 x 3¼ 7.96 11.08 7.67 11.99 1 2.11 5.92 150 168.3 1999 44469 1 4.32 -M16x3¼ 202 281 195 305 54 2.69 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See page 1 of this document for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown in the chart on page 1, specific to pipe schedule and size- The allowable pipe separation dimension shown infer system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America, Asia Pacific) Red enamel (Europe) Optional Coatings: Hot dipped galvanized Gasket: Grade E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. STYLE 009H DIMENSIONS p1. , -,- - Mow www.victaulic.com . liil - - VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2012 VICTAULIC COMPANY. ALL RIGHTS RESERVED. iCtaUl.c REV_C 10.613 STYLE 009H GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps con- taining the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009H couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009H coupling. There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade "E" Type A gaskets. These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop, that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. 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. For complete contact information, visit www.victaulic.com 10.61 5731 REV G UPDATED 09/2012 ictauIic VICTAIJLIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 6 2012 ICTAULI COMPANY. ALL RIGHTS RESERVED. 10.61 Victaulic® Flexible Coupling Style 75 Exaggerated for clarity Approvals/Listings *@1LPCBl® See Victaulic publication 1001 for details See Victaulic publication 02.06 for portable water approvals if applicable. Ac-ta-ulie 06.05 I A WARNING 1 Victaulic RX roll sets must be used when grooving light-wall/thin-wall stainless steel pipe for use with Victaulic Couplings. Failure to use Victaulic RX roll sets when grooving light-wall/thin-wall stainless steel pipe may cause joint failure, resulting in serious personal injury and/or NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. Product Description Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade "EHP" or "T" gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade "EHP" or "T" gaskets. Contact Victaulic for further details. Performance data presented in this document is based on use with standard wall, carbon steel pipe. For use with stainless steel pipe, please reference publication 17.09 for pressure ratings and end loads. When used on light wall stainless steel pipe, the Victaulic RX roll set must be used to roll groove the pipe. For further information regarding roll grooving stainless steel, refer to publication 17.01. Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date victaulic.com I Couplings I Flexible I Style 75 I Publication 06.05 06.05 1470 Rev 0 updated 09/2014 © 2014 Victaulic company. All rights reserved. 1 iCtaUIiC victauliccom I Couplings I Flexible I Style 75 I Publication 06.05 Material Specifications Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: (specify choice) L Standard: Orange enamel. LII Optional: Hot dipped galvanized and others. Gasket: (specify choice') NOTE Additional gasket styles are available, contact Victaulic for details. E Grade "E" EPDM EPDM (Green stripe color code). Temperature range -30 F to +230 F/-34 C to +110 C. May be specified for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73 F/+23 C and hot +180 F/-t-82 C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR PETROLEUM SERVICES. LI Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range 20 F to +180 F/29 C to +82 C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not compatible for hot water services over +150 F466 C or for hot dry air over +140 17460 C. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183 06.05 1470 Rev 0 updated 09/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 2 j#tauIjc victaulic.com I Couplings I Flexible I Style 75 I Publication 06.05 Dimensions Style 75 one M- _'% Actual Maximum Maximum Allow. Dimensions Approx. Nominal Outside Working End Pipe End Deflection from Weight Size Diameter Pressure' Load 2 Separation3 Centerline3 Bolt/Nut' X V Z Each Pipe inches inches psi lbs. inches Per Cplg. inches/ft. inches inches inches lbs. mm mm kPa N mm Degrees mm/rn 1 (No.) size inches mm mm mm kg 1 1.315 500 680 0-0.06 2-43' 2-3/8x2 0.57 2.38 4.27 1.77 1.3 25 33.4 3450 3025 1 0-1.6 48 61 1 108 45 0.6 1 1/4 1.660 500 1080 0-0.06 2-10' 2-3/xx2 0.45 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 38 68 117 45 0.6 1 ½ 1.900 500 1420 0-0.06 1 -56' 2-3/xx2 0.40 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 33 74 122 45 0.6 2 2.375 500 2215 0-0.06 1 -31' 2-3/xx2 0.32 3.43 5.22 1.88 1.7 50 60.3 3450 9860 0-1.6 26 87 133 48 0.8 21/2 2.875 500 3245 0-0.06 1 -15' 2-3/xX2 0.26 3.88 5.68 1.88 1.9 65 73.0 3450 14440 1 0-1.6 22 98 144 48 0.9 - 76.1 mm 3.000 500 3535 0-0.06 1 12' 0.26 2-3/ex2 4.00 5.90 1.88 1.9 76.1 3450 15730 0-1.6 22 102 150 48 0.9 3 3.500 500 4800 0-0.06 1 -2' 2-½x2~ 0.22 4.50 7.00 1.88 2.9 80 1 88.9 3450 21360 0-1.6 18 114 178 48 1.3 31/2 4.000 500 6300 0-0.06 0-54' 2-½x234 0.19 5.00 7.50 1.88 2.9 90 101.6 3450 128035 1 0-1.6 16 127 1 191 48 1.3 4 4.500 500 7950 0-0.13 1 -36' 2-1/2X23A 0.34 5.80 8.03 2.13 4.1 100 114.3 3450 35380 0-3.2 28 147 204 54 1.9 - 108.0 mm 4.250 450 6380 0-0.13 1 41' 0.35 2-12x70 5.55 7.79 2.13 3.7 108.0 3100 28395 0-3.2 29 141 198 54 1.7 41/2 5.000 450 8820 0-0.13 1 -26' 2-5/aX3¼ 0.25 6.13 9.43 2.13 5.5 120 1 127.0 3100 39250 0-3.2 21 156 240 54 1 2.5 5 5.563 450 10935 0-0.13 1 - 18' 0.27 2-5/ex3¼ 6.88 10.07 2.13 5.8 125 141.3 3100 48660 0-3.2 23 175 256 54 2.6 133.0 mm 5.250 450 9735 0-0. 1 - 2-16x82.5 13 21' 0.28 6.55 9.37 2.13 6.0 133.0 3100 43325 0-3.2 24 166 238 54 2.7 139.7 mm 5.500 450 10665 0-0. 1 -18' 13 2-/8x3¼ 0.28 6.80 9.59 2.13 6.3 139.7 3100 47460 0-3.2 24 173 244 54 2.9 6.000 450 12735 0-0.13 1 -12' 2-5/8x3¼ 0.21 7.38 10.48 1.88 6.2 152.4 mm 152.4 3100 56670 0-3.2 1 18 1 187 266 48 2.8 6 6.625 450 15525 0-0.13 1 - 5' 0.23 2-5/ax3¼ 8.00 11.07 2.13 7.0 150 168.3 3100 69085 0-3.2 18 203 281 t 54 3.2 - 159.0 mm 6.250 450 13800 0-0.13 1 9' 0.24 2-16x82.5 7.63 10.49 2.13 6.8 159.0 3100 61405 0-3.2 20 194 266 54 1 3.1 8 8.625 450 26280 0-0.13 0-50' 2-~x4¼ 0.18 10.34 13.97 2.13 12.4 200 219.1 3100 116945 0-3.2 14 263 355 59 5.6 2 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. contact Victaulic for performance on other pipe. 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 3 1/2"/20 -90 mm; 25% for 4'7100 mm and larger. 4 Number of bolts required equals number of housing segments. General Notes Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1112 times the figures shown. 06.05 1470 Rev 0 Updated 09/2014 © 2014 Victaulic Company. All rights reserved. vuctaulic.Com 3 J'tauIicr victaulic.com I Couplings I Flexible I Style 75 I Publication 06.05 Installation Note Reference should always be made to the -100 Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment 01 Victaulic to be installed in accordance with current Victaulic installation/assembly instructions, products for complete installation and assembly data, and are available in PDF format Victaulic reserves the right to change product specifications, designs and standard on our website at www.victaalic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victuulicn is registered trademark of Victaulic Company. 06.05 1470 Rev 0 Updated 09/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 4 \j6tauIic FireLock® Fittings \4tau Icr 10.03 Material Specifications: Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: 0 Orange enamel El Red enamel in Europe, Middle East, Africa, and India 0 Optional: Hot dipped galvanized Approvals/Listings: c®us LPCB USTED Product Description: FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD- developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Refer to the appropriate listing agency or approval body for pressure ratings. Pressure ratings vary by agency. Job/Owner Engineer System No. Spec Section Location Paragraph Contractor Approved Submitted By Date Date victaulic.com I FireLock® Fittings I Publication 10.03 10.03 1539 Rev M Updated 12/2014 O 2014 victaulic company. All rights reserved. 1 iCtaUIic victaulic.com I FireLock® Fittings I Publication 10.03 Dimensions: k-C to toEd NO. 001 to E Cto C 'b to NO. 003 NO. 002 No. 006 No. 001 No. 003 No. 002 No. 006 900 Elbow 450 Elbow Straight Tee Cap Approx. Approx. Approx. Approx. Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each C to E Each inches inches inches Lbs. inches Lbs. inches Lbs. inches Lbs. mm mm kg mm kg mm kg mm kg 1.660 0.82 0.3 42.4 - - - - - 21 0.1 E4O 1.900 - - - - - - 0.82 0.4 48.3 ------21 0.2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 761 mm 3.000 3.00 3.30 2.25 2.4 3.00 3.8 76.1 76 1.5 57 1.1 76.2 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 10 8mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 39.7 mm 5.500 4.88 12.4 3.25 8.2 4.88 15.4 139.7 124.0 5.6 82.6 3.7 124.0 6.9 - - 59mm 6.250 5.50 12.6 3,50 9.2 5.50 17.9 158.8 1 140 5.7 89 1 4.2 140 8.0 - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 165.1mm 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 139.7 7.9 88.9 5.2 139.7 9.9 - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 10.03 1539 Rev M Updated 12/2014 © 2014 Victaulic company. All rights reserved. victauliC.com 2 Illul1tauIic Puping Products ~Quality -- Service - Corrtmitinent -- Delivered. . Ons 3P.T., re4o.5 IN i Mo.. a. W i (9) Rn, s! Malleable Threaded Fittings ALL MALLEABLE THREADED FITTINGS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 197- Standard Spec for Cupola Malleable Iron ASTM A 153- Standard Spec for Zinc Coating (Hot Dip) on Iron and Steel ANSI B 16.3- Malleable Iron Threaded Fittings Classes 150 ANSI/ASME BI.20.1- Pipe Threads, General Purpose (Inch) NPT Ductile Iron Threaded Fittings ALL DUCTILE IRONS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 536- Grade 65-45-12 ASME B 16.3- Ductile Iron Threaded Fittings Classes 150 ANSI/ASME BI.20.1- Pipe Threads, General Purpose (Inch) NPT Cast IronThreaded Fittings ALL CAST IRONS MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 128- Class B Standard Spec for Cupola Cast Iron ANSI B 16.4- Cast Iron Threaded Fitting Classes 125 ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT Steel Pipe Nipples ALL STEEL PIPE NIPPLES MANUFACTURED FOR AND BY SIGMA PIPING PRODUCTS CONFORM TO, COMPLY WITH, AND ARE MANUFACTURED TO THE FOLLOWING STANDARDS: ASTM A 53- Standard Spec for Pipe, Steel, Black and Hot-Dipped, Zinc Coated, Welded and Seamed ANSI/ASME B1.20.1- Pipe Threads, General Purpose (Inch) NPT www.sigmaco.com Malleable Threaded 45 MIT, na 1111 EiIiwxii 0 Dimensions ANSI B16.3 CLASS 150 0 Coating: Black- none; Galvanized- Hot Dip per ASTM A153 0 Material: Malleable iron per ASTM A197 0 Threads: Pipe Threads, General Purpose ASME B1.20.1 Description I I I tIEMCDDE IEDIEMENSJOTNJITE Malleable Threaded 90 SIZE LBLACK1EG[V]EA1E'W1LWEIGH - A 3/8 1 M90B0303 H M9060303G L 0 0.95 1/2" 1M90B0404 1M90B0404G 1.12 1.12 0.30 [3/4 1M90B0505 1M90B0505G 131 JLiJ[Q.5 J 1" 1M90B0606 1M90B0606G 1.50 1.50 0.73 Eii± ][0B007 1!M7G90B070'L!.75 1Liz 1[ g7 . / 1 1/2" 1M90B0808 1M90B0808G 1.94 1.94 1.30 I B L 2F 1 [M0B0!09 1M90BO909GfT5 ic 2 1/2" IM9OBIOIO 1M90B1010G 2.70 2.70 3.55 L_JL Ii OB1IG308 C3 J[ 546 LISTED " 1M90B1212 1M90B1212G 3.79 3.79 8.95 Description E I EMICDE ImIMENSIOTNI TNOMIE=- TE1U7 LsIzE1 LBLACK1 [GALV111EW1 aGHIJ [ 3/8j[ 1M45B0303 1M45B0303G 99 FL 016 1/2" 1M45B0404 1M45B0404G 0.88 0.88 0.22 ][soso 1i5°5°L J[ _° 1" 1M45B0606 1M45B0606G 1.12 1.12 - 0.54 6ë" 1 11/2" 1 M45B0808 I M45B0808G 1.43 1.43 1.13 [ 2 }[1M45B0909 [1M45B09O9G1168j68 i79 2 1/2" 1M45131010 IM45B1OIOG 1.95 1.95 2.78 Ut i i.c 1M45B1111 1M45B1111G 217 ][ 48 LISTED " 1M45B1212 1M45B1212G 2.61 2.61 7.40 Description I I TNP1W1 IEMCUD1E D1MEffSINJ ITEM1 Malleable Threatreeded 90 LsizJ LB LAC11EALVII1 A1rTBI LWEIHIJ L 3/8 [ 1M90S0303 1M90S0303G1[080 L100 iL 0 17 1/2" 1M90S0404 1M90S0404G 0.88 1.13 0.24 ["505 IiM90S0505T.00[t311[ 0.41 1M90S0606 1M90S0606G 1.23 1.44 0.62 B / / [11/4 Jl1M90S0707jj1M9OS0707[i31L !69j 1 o] I U 11/2" 1 M90S0808 I M90S0808G 1.44 1.88 1.44 M90S0909 99ogT1r ________ 225in .85 LISTED Description I 1 [NO1V7t IMCQDE I[1TEM Malleable Hex Nut LSIZEJLBLACK11LIALV1I1LwE1Gj{T1 1/2" 1MLNO4 IMLN04G 0.12 0 3/4" 1MLN05 IMLN05G 0.22 [IIT 6 i[ULN06GJ[o1 1 1/4" 1MLN07 1MLN07G 0.58 LlLi9L ]Liifl 2" IMLN09 IMLN09G 1.13 LISTED www.sigmaco.com Malleable Reducng LISTED Malleable Threaded Tee Description I Malleable Threaded Cross Malleable Threaded Fitt Description I I Description I I N M LIIIIIEMtDDTE ItJJflTEW] 0 SIZE LBLAK1 ALV[A1IBWEL3H]1 L12c.!2 1M90R0403oRo4039I 1.00 Lt.QJL 022 j 3/4" X 1/2" 1M90R0504 1M90R0504G 1.19 1.25 0.38 [Tx 1/2 1M90R0604] 0694 TiLTJ X 3/4" 1M90R0605 1M90R0605G 1.38 1.44 0.56 El 1MX1/2 1M90R0704 0RO704G1flfl1561[o 61 j 11/4" X 3/4" 1M90R0705 1M90R0705G 1.44 1.63 0.71 [ - 11/4 XI - 1M90R070j11M90R0706G. JLj[t151 11/2" X 1/2" 1M90R0804 1M90R0804G 1.41 1.66 1.15 J) 1M90R0805t1M90R08051[150fT5 L 1081 1 1/2" X 1" 1M90R0806 1M90R0806G 1.63 1.81 1.02 1/2X11/41 1M90R0807M90RO80718 1[i .177 X 1/2" 1M90R0904 1M90R0904G 1.49 1.88 1.30 i" i[_jLio 2" X 1" 1M90R0906 1M90R0906G 1.75 2.00 1.35 [2X11/4 1M9oI90 L1M9oRo9o7G[i 88 :2 3~7 1.53 2" X 1 1/2" 1M90R0908 1M90R0908G 2.00 2.13 1.75 FNUM1 I ITCDDE 1EDJMJ flTEM] LsIzE1I BEAd ALV1EAT1 LWEIGHTI [1/4" 1MT020202j1MT020202GL 0.81 0.15 3/8" 1MT030303 1MT030303G 0.94 0.23 3/4" 1M1050505 1M1050505G 1.31 0.60 L I 1MT06069 iiirI0 0.90 1 1/4" 1MT070707 1M1070707G 1.75 1.31 L t94J[J3 1MT090909 1MT090909G 2.25 2.52 u oi 0 101036GVi] .90 1MT111111 1MT111111G 3.06 7.13 LISTED [ 4" ]131212i2 'L:11~T121212Gi 3=81 [NOM1 I ITEMCQD1E I FD1MJ flTEM] LSIZE J LB [AC KI GALV[A] LwEIGHTJ Li 3/4' 1_1 IMX04 1MX04G[1120.1 1MX05 1MX05G 1.13 0.69 1 MX06 i9J1_1.507[ 1.12 j 11/4" 1MX07 IMX07G 1.75 1.44 LiJiili_ 1Mx08 iLxo8G i[t9 T UL /2"[iMX10 IMX09 IMX09G 2.25 3.30 jL 1Mx10G [2z-6:1[90 1MX11 1MX11G 3.08 13.50 LISTED www.sigmaco.com Malleable Reducing Tee Malleable Threaded Description I I NOM I 0 r1IEMc:aDE JE:TrnMEN- IflTE LBLkCGVLT1LIBT1ETcT1L 1/2X1/2X3/8 iMT04o403J1MT040403G 1.06 A 106 106 030 X 1/2" 1M1050404 1MT050404G 1.08 1.08 1.09 0.38 [/j7 MT0504O5iMT050405G[ iTJ O46 3/4" X 3/4" X 1/2" 1M1050504 1MT050504G 1.19 1.19 1.25 0.47 1MT060404 Th1To60404Gr121 r 1.21 rT 058 1" X 3/4" X 1/2" 1M1060504 1M1060504G 1.22 1.22 1.32 0.59 1X3/4X3/4 1MT06O505 1MT060505G1 1 23 - 59 IX 1" X 1/2" 1MT060604 1MT060604G 1.25 1.25 1.38 0.70 1X1X3/4 1MT060605 1MT0606056[ i o a 11/4" X1" X 1MT070606 1MT070606G 1.56 1.56 1.69 1.10 rjj4X11/4X1/2 [1MTo7o7o4o70704G1 i[TTTE098 11/4" X 1 1/4" X 3/4" 1M1070705 1MT070705G 1.40 1.40 1.60 0.94 1 1/4- X 1 1/4" X 1 Ll MT7MT070706G [ T6 [1 UL 1 1/2"X 11/4" X " 1MT080706 1MT080706G 1.63 1.63 1.81 1.30 rl1,2x1 1/2 X 1/2fMTo8o8o478o8o4Gr 144 r 119 -1/2"X 11/2" Xl 3/4" 1MT080805 1MT080805G 1.50 1.50 1.75 1.30 LISTED J'7xi 1/2 T IMT80 MT080896G[ iA Th rr i[ "45 11/2" X 1/2" X 11/4" 1MT080807 1MT080807G 1.81 1.81 1.88 1.52 [ 2_xi7 1iMT6O64 TO9G[ 1 2" X 2" X 3/4" 1 M1090905 1 MT090905G 1.63 1.63 2.00 1.87 2" X 2" X 11/4" 1M1090907 1MT090907G 1.88 1.88 2.13 2.35 [2X2 31 293 IF 2.19 L 2 2 1/2"X2 1/2" X1" 1MT101006 1MT1010066 1.88 1.88 2.38 2.85 21/2X21/2X11/4[1MT101007 1MT101007G TT "IIJL 21/2X21/2X11/2 1MT101008 1MT101008G 2.19 2.19 2.50 3.46 12 iX!X2 MTiO1009O100 29 238 L 262 E 365 3"X3"X1/2" 1MT111104 1MT111104G 1.76 1.76 2.52 4.03 r 3x3x3/4 1tho5i11O5G[1J i ri4 3" X 3" X 1" 1MT1111O6 1MT1111O6G 2.00 2.00 2.62 4.13 X3 X1/4 [!MT1111O7 iMT1111o7G(2lfr71r 450 3"X3" X 11/2" 1MT111108 1M1111108G 2.31 2.31 2.81 5.18 3 X3 X2 ii i09[ 3"X3"X11/2" 1MT111110 1MT111110G 2.57 2.57 2.89 5.00 r 4"X4"X 11/4" ,lMT1212O7flMT121207Gr 4" X 4" X 11/2" 1MT121208 1M1111208G 2.51 2.51 3.32 7.47 E4X4X2 1MT1212091212 jj 275f44 839 4"X4"X2112" 1MT121210 1MT12121OG 2.75 2.75 3.44 7.70 ______"21 Description I I Malleable Cap 0 L ITEMCDTDE IflTEM SIZE I BLACKIILIGALVIILWEIGHTI 1 LiiJL1MK04 .1MK04Gr 014J 3/4" 7 1MK05 1MK05G 0.21 ci'rlijjr 037J 1MK07 1MK07G 0.58 n711 LL1 L 0.74 r 1 2" 1MK09 1MK09G 0.94 I I2 jflMK1Oj[lMKl0]LTJ 3" 1MKI1 1MK1IG 2.79 Ui LT][ 1MK-12 1M2G LISTED www.sigmaco.com o L I1EM1QD.E iEDJMJ flTEM] SIZE LBA1 ALVITA1 LWGKTJ 3/8 IMCP0303 j1MCP0303G 118 JL 0 13 1/2" 1MCPO404 IMCP0404G 1.31 0.20 i4 JL1M 0 i oosj[ 67 1.50[ 0.30 j 1" 1MCP0606 1MCPU6O6G 1.69 0.48 11/4 1MCPo7o7]tlMcPo707GI 1.93 0.75 I 1 1/2' 1MCP0808 IMCP0808G 2.13 1.00 1MCPO90jt1MCPO9O9Jj9.J[1.45] 21/2" 1MCP1010 IMCPIOIOG 2.88 2.40 LISTED [ [ 1McP1111 1[jP1111G L 319 L 3.30 Description I 4" IMCPI212 IMCP12I2G 3.69 5.72 I NOM SIZE _E= FITEW Malleable Reducing Coupling I EBLC GALVIflA1 LWEtHTI Description I Malleable Coupling 1MCR0403'MCRO4O3G 1L L 1/2"X3/8" J H j o.17 3/4" X 1/2" 1MCRO504 IMCR0504G 0.27 - 0.27 /2' LTi iL 1MCRO6O4 11 I" X 3/4" 1 MCR0605 1 MCR0605G 0.43 0.43 1JLc .1McR0704Gc1r 061 1 1/4" X 3/4" IMCR0705 IMCR0705G 0.64 0.64 11 CRO706jMCR0706GL9[ iiT I 1 1/2"X 1/2" 1MCR0804 IMCRO804G 0.78 0.78 R0805 1 MC LISTED 1 1/2" X I" 1MCRO806 1MCRO806G 0.88 0.88 X11/41j1McR0807MCR0807G[ 09j 66] 2"XI/2" 1MCR0904 IMCR0904G 1.15 1.15 - ---- LIMCRO9O5JLI 2" X 1" 1MCR0906 IMCRO906G 1.40 1.40 j 2" X 1 1/2" IMCRO908 1MCRO908G 1.55 1.55 11/4" [iMCRi 007 iLIM..P!10.Q1Q DIP?. .J L 2 1/2" X 1 1/2" 1MCR1008 IMCR1008G 2.09 2.09 i2 1/2X2 1MCR1009JL1MCR1009GL251J[2 51 X 1 1/4" IMCRI107 IMCR1I07G 2.99 2.99 L1 j[ L L1McR11O8GJ[330 330_i 3"X2" 1MCRII09 IMCR1109G 3.25 3.25 .1p1c...1jkrs1cR111QQJL3.29 X 1 1/2" 1MCRI208 IMCR1208G 4.90 4.90 Lii LMC9 jO9j9510j 4" X 2 1/2" IMCRI210 1MCR12IOG 6.55 6.55 fl 4"X3" iMCR12i1-MCR1211G1404E4i4i Description I - __ I . .... .,2__.. ._-_. .......-..-. ... [N01W] I IIEMCTOflE 1111 [UIMENSIDN] IITEM I [-SIZEI[ BLACKJI GALVAB1LWEIGHJJ Malleable Floor Flange Lii J L 1!PP- J 1 i.ci E .56 B 3/4" IMFF05 IMFFOSG 3.50 2.50 0.60 ET[ iWo o[i[0.84 UL 1 1/4" 1MFF07 IMFF07G 4.00 3.00 0.90 ___A Ej:i7[ 1MFF08 1MFFO8 rflpjL l2o www.sigmaco.com LISTED 2" 1MFF09 1MFF09G 5.50 4.25 2.03 Malleable Threaded Description I I [N0M1 EIITEMc:onE I ITEM1 Malleable Plug LJEBLACK1EGALYIIILWEIGHTI 3/8" [ 1MPLG03 .L1!G2G i 9P i 1/2" IMPLG04 IMPLG04G 0.10 1MPLG05 11PLG05Gj[0.17 1' 1MPLG06 1MPLG06G 0.28 [MG 0441 1 1/2" 1MPLG08 1MPLG08G 0.62 [iTE .[tG9]L1 ii] UL 2 1/2" 1MPLG10 IMPLGIOG 1.05 LISTED [_jMPLG11 1MPLG11G 170 ] 4" IMPLG12 IMPLGI2G 3.00 Description I I I Malleable Bushings NOM SIZE LJTEMC1YE I EMfl EBLAcKJEGALV1 WEIGJ1TJ 1/2 X 1/4 J1MBSH0402 1MBSH0402G 006 1/2" X 3/8" 1MBSH0403 1MBSH0403G 0.05 [3/4"Xi/2" 71MBsH0504[1MBsH0504GTE01 1" X 1/2" 1MBSH0604 1MBSH0604G 0.21 0.17 1 1/4" X 1/2" 1MBSH0704 IMBSH0704G 0.34 1MBsHo7o5j1MBsHo7o5G 1T031 1 1/4" X 1" 1M6SH0706 IMBSH0706G 0.26 - 11/2"XI/2" - r - 1MBSH0804j1 MBSH0804G I LJ4 1 1/2" X 3/4" 1MBSH0805 IMBSH0805G 0.48 L 11/2"Xl" ftMBSH6jç1MBSH0806G]0A3 1 1/2"X1 1/4" IMBSH0807 1MBSH0807G 0.30 LW. E&5 J 2" X 3/4" 1 MBSHO9O5 I MBSHO9O5G 0.83 2X1 I 1MBSH0906 IMBSH0906GjEQ78 2" X 1 1/4" IMBSH0907 1MBSH0907G 0.73 flxii" j1MBsH0908 :[1MBsH0908G IEo 2 1/2"X 11/4" 1MBSH1007 IMBSHI007G 1.30 LjX11/2"[ I MBSH1 008 1MBSH1008Gj [j.20 J 21/2" X2" 1MBSH1009 1MBSH1009G 0.90 1E 2-50 I . 3" X 1 1/2" IMBSHI108 1MBSH1108G 2.30 L 1iIL ] 3"X2 1/2" IMBSH11I0 1MBSH1110G 1.60 Lii MBSH 07 [1MBSHi207GTifl ] 4" X 1 1/2" IMBSH1208 IMBSHI208G 3.30 L i 2" i ftMw iLi EIiLJ &tft2Qci1 4" X 2 1/2" 1MBSH1210 1MBSH1210G 3.80 LiiTiI ![±t www.sigmaco.com TNOM1 ITEMTcOE iEIM1 flTEM [SIZE] EBLAcKI1 EIGALVJIJ EK1 LWEIG T L 1/4 L 1MUN02 L1MUN02Gj1181 j045 3/8" 1MUN03 IMUN03G 1.81 0.42 Li!2: [iMUNo4[1MUNo4G )[1.94 0.44 1 3/4" IMUN05 IMUNO5G 2.06 0.60 :EiMUNo6 T1MUNo6G 2.44 1E1i 11/4" 1MUN07 1MUN07G 2.63 1.45 LI fl[TlYN08 j[UNO8GJ 2.75 L1.69j 2" IMUN09 IMUN09G 2.94 2.46 I riMUN1 63TE.95 : 4" 1MUN12 IMUNI2G 3.75 8.75 Description I I Malleable Union A UL LISTED 3/8" IMUNBS03 1MUNBS03G 1.81 0.42 Li:J U1E1.94 ]LJ 3/4" 1MUNBS05 1MUNBS05G 2.06 0.60 [ 1MyNBSO6 FUN6SO6G 2.41E 6.91 11/4" IMUNBS07 1MUNBS07G 2.63 1.45 UL 2" 1MUNBS09 IMUNBS09G 2.94 2.46 L J[MUNs1 1MUNBiL363J[495J LISTED 4" IMUNBS12 IMUNBS12G 3.75 8.75 A Malleable Threaded Description F I [NOM] I IIEMIflE IIDIMTI E1TEM Malleable Union w/ Brass Seat LSIZ]LBLAQ1EAiVJJFA1LwEIGHT] [1/4 1MUNBS021MUNBSO2G 181 045 - Description I Malleable Extension A LISTED [NO ETJIEMCDflE 1EDIMJ —ITEM-1 LSIZEJ [BLACKI [GALVI EA1 [WEIGHT] L 1/2" iUMEX0J_1MEX04çj[ t95 Lj.32 J www.sigmaco.com IF EMIL V'I'll BINS O Notice: D.I. Fittings have higher tensile strength then that of steel pipe, over tightening can cause damage to pipe threads which may cause leakage. D.I. Fitting should be tightened three turns beyound hand tighten, no more than four turns. O D.I. Threaded fittings are UL, cUL listed and Factory Mutual approved for 500ps1 servce. D.I. Per ASTM A 536 grade 65-45- 12. Dimensions conform to ANSI B16.3 Class 150. Threads are NPT per ANSI/ASME 13I.20.1 Description 1 D. 1. 90 Degreed Elbow _ 4ri:s NOM I IITEMTCD'DEI D1MEffSIQN1PTEM1 SIZE_ELKAfB1 /EiH)i 1 D90B0606 11 1.50 1 1.50 0.62 i 1 1/4" 1D90B0707 1.75 1.75 0.90 1 1/2" iD9OB08o81[ 1.4 1.94 1.20J 1D90130909 2.25 2.25 1.85 Description I D.I. Straight Tee BJ H 1 ism UTEMtDIEI LDLMENKN fl JTEM NOM SIZE LBKC1A1EB1WEJGH11 10T060606 II ' 11/4" 1 DT070707 1.75 1.75 1.22 11/2" 16T080808 j 1.941[ 1.94 j 1DT090909 2.25 2.25 2.45 Description L D. Coupling 741 A EITEMCODEIEDTIMII flTEM] NOM SIZE LBLAcK1EA 1WEIGJ1Ji 1DCP0606 L 1.50 0.85 11/4" 1 DCP0707 1.75 1.22 1 1 1/2" 1 DCP0808 JL1!iJL IDCP0909 2.25 2.45 Description I D. Red. 90 Deg.Elbow Wall IITLJWcOD1EDJMEN5IOJJflTE7 1 LNOM SIZE] 1 1 X1/2" ! 1D90R0604 1.26 1.36 0.44 1 X 3/4" 1D90R0605 1.37 1.45 0.52 Ii 1/4 X l/2j 1D90R0704 [ 1±JLJ.53iL 0.64 1 1/4 X 3/4" 1D90R0705 1.45 1.62 0.72 L1T1D9oJ1 158 TT7i0.75" 1 1/2" x " 1D90R0806 1.65 1.80 0.92 [' io9oRofl[TTi[T 8 iE1.o8 2" X 1/2" 1D90R0904 1.49 1.88 1.08 2X3/4 1D90R09.jL160L197]j. 124 2" Xl" 1D90R0906 1.73 2.02 1.40 L2 '1X1/4" [1D90R090 t! 2" X 1/2" 1D90R0908 2.02 2.16 1.65 Description I- D. 1. Reducing Coupling WD DIEMCO1 LDJMJ FITEM1 NOM SIZE EILACK]EEJWEJGJ11] C®US [lxl/2" HDcR0604 i.sLo3g 1 X 3/4" 1DCR0605 1.69 0.53 Description L D.I. 45 Degreed Elbow UMO LI I IZE UTEWCDDE1 mEMi'NJ11J F1TEM1 NOM SIZfl lIE 1ET]WEIGHJ1 [ 1" 104580606 t12112 0A6 11/4. 1045B0707 1.29 1.29 0.73 2" 1D45B0909 1.68 1.68 1.50 www.sigmaco.com Ductile Iron Threaded Description I Description' I D.I. Bushing D. 1. Reducing Tee C C B B A 1A c@us [ OUTSIDE HEAD INSIDE HEAD LB A_ NOM SIZE IITEMCODE1EDJMEffSiOjLI1H OWT. EJ j I I X112 1DBUS0604 O75 142UTjjp22 I X3/4" IDBUS0605 0.75 0.25 1.42 OUT 0.17 1V4 Xl BUS0 067 080[028 L176 OUT 128 1 1/2" X 1" IDBUS0806 0.83 0.31 2.00 OUT 0.44 1i2 XT1;:~rlDI~US0807 [07L3 F3111[2 2" X 1" IDBUS0906 0.88 0.41 1.95 IN 0.66 [2"xl 2" X 1 1/2" 1DBUS0908 0.88 0.34 2.48 OUT 0.61 Description I I D. Cross B B C- ED] A I I usijo A MEffSIQNJ [lIEWi 1NOM SIZE1 L BLACK] E]EB] I I I1Dxo6o6 1 1/4" 1DX0707 1.75 1.75 1.50 2" 1DX0909 2.25 2.25 2.95 Thf]E IiiLiiIJiJ[ iT1 11/2" X 1" 10X0806 1.65 1.80 1.45 E2"x1JrlDxo906f 1.73 JL2.02 Description F I D. 1. Cap 1 US1fl EITEMCOD Ei MIII [1TEIW1 NOM SIZE LB AC A11g,Gjfj1 I - IDKO6 t_I 032 1 1/4" 1DKO7 1.28 0.43 L - r lDK08 [l33 11 2" 10K09 1.45 0.91 www.sigmaco.com NOM SIZE I LBLKCXTI EIATI [BTI ECI1vEIGH11 1_1:'x lx 1/2" 1D1060604 i 1.26 1j1.26 j 1.36 0.64 I. x 1" x 3/4" 1D1060605 1.37 1.37 1.45 0.73 I lxl/2x1 0406rT501[T ;1[Th-1 lx 3/4" x1" 1D1060506 1.50 1.45 1.50 0.76 x1" x 1/2" 1D1060608 1.80 1.80 1.65 1.16 11/4"x 17xl/2" 1[1DT07004j1 [j6t1.53 T ó.82 11/4" x 1" x 3/4" 10T070605 1.45 1.37 1.62 0.90 1 1/4x I x bT0ojE 167 Ii o 11/4" x I" x 11/4" 10T070607 1.75 1.67 1.75 1.08 [JiL41x1x1l/2W1DT07060818T8182 1 142 11/4" x 11/4" x 1/2" 10T070704 1.34 1.34 1.53 0.86 092 1 1/4" x 11/4" x 1" 1DT070706 1.58 1.58 1.67 0.95 I 1DT070708 [188 7j T8 182 k 145 J 11/4" x 1/4" x2" 1DT070709 2.10 2.10 1.90 1.75 11/2" x 1" x 3/4" 1DT080605 1.52 1.37 1.75 1.14 Li 1/2fl r -IFO-85b676 [TE5 j1150 180 11/2" x I" x 1 1/4" 1D1080607 1.82 1.67 1.88 1.34 111/2 xl 11/2" x 1/4" x 1/2" 1D1080704 1.41 1.34 1.66 1.05 -1Fll 11/2" x 11/4" x 1" 1DT080706 1.65 1.58 1.80 1.25 x 11/2" x 1/2" x 1/2" 10T080804 1.41 1.41 1.16 1.15 =1/7' x-1 I 1 1/21,x1 1/2'x 1" 1D1080806 1.65 1.65 1.80 1.30 1 _I1/2x 11 [1DT080807TFi1(188 [j48 11/2" x 1/2" x2" 1DT080809 2.16 2.16 2.02 1.98 177- i=x E!1 i[ i LJ[ i5' - x 1 1/4" x 2" 1DT090709 2.25 2.10 2.25 2.30 [2x 1 1/2 xiJrT5090804jft9 jT88 1150 jL 2" x 1 1/2'x3/4" 1 D1090805 1.60 1.52 1.97 1.62 L 2 xll/2 xi.Jb2I999i1!mjii!5 [i€ - 2"x 11/2" x 11/4" 1DT090807 1.90 1.82 2.10 1.80 [2xi 1127X 1 1/2 16[200 2" x 1/2" x2" 1D1090809 2.25 216 2.25 2.35 t2x2x 1/2 1188 160 - 2" x2" x 3/4" 1DT090905 1.60 1.60 1:97 1.68 [ 2x2x1 IL 1DT090j!jfl 73 j[202[ 1 85 2" x2" x 1/4" 10T090907 1_90 1.90 2.10 2.04 [2x2xIi/2ffoTo9o9o 1 2161r 218 2" x 2" x 2 1/2" 1DT090910 2.60 2.60 2.39 3.61 O C.I. Threaded fittings are UL, cUL listed and Factory Mutual approved for 300psi servce. Gray iron per ASTM 126 class B. Dimensions conform to ANSI B 16.4 Class 125 except plugs conform to ASME B 16,14. Threads are NPT per ANSI/ASME B1.20.1. Description I I C. 90 Degreed Elbow Description I C I Reducing 90 Degreed Elbow ILTEMCODE1ffl1MENi NOM SIZE SIONJ 1TEM1 _LBLAcK1rA11B1FJ H1i ill 1C90B0606jj 150 1.50 085 11/4" 1C90B0707 1.75 1.75 1.22 11/2 1C9B0 LT.64 i55 2" 1C90B0909 2.25 2.25 2.45 L 1C9OB1O102JJ[i0E4.86J Description I C. I. Straight Tee A A --t - _____ L ~ 4iB C&US NOM IZE DIEM 1MEKS]N]11TEMI 0 S BLACATB1WEIGu11 1 1CT060606 150 Ji 150 j 085 J 1 1/4" 1CT070707 1.75 1.75 1.22 11/2 1CT080808I[194r1941[ i5 2" 1CT090909 2.25 2.25 2.45 1CTIO1010: 2.70 P 116.39T1 Description I I C. 1. Reducing Coupling pJJU LMM II T1 UTEMtODTEIEIDIMJ rITEM-1 NOM SIZE LBLcK1A1IlE1GBii 1 X 1/2" 1CCR0604 [ 19J12j I X 3/4" 1CCRO605 1.69 0.69 uit1 I11u _I IF11c.1 I [ ki _I\L1LcaJ 1C90R060j1 1.26 JL 1.36 9.44 1 X 3/4" 1C90R0605 1.37 1.45 0.52 1 1/4X 1/2" , 1c9oRo7a4 . iLi53 !L 0.64 1 1/4 X 3/4" 1C90R0705 1.45 1.62 0.72 1 17 x1I 1I1c LT 6.75 11/2" X 1/2" 1 C90R0804 1.60 1.70 1.17 1' - 11/2" X 3/4" - 1C90R0805 - -, ---.-- -- r 1.61 1.72 1.30 1 1/2" X 1" 1C90R0806 1.65 1.80 0.92 L1/2..X 1J/4 I 1c90R0807J182T1881 108 1 2" X 1/2" 1C90R0904 1.49 1.88 1.08 1 2 X314 .i 1C90R0905 160 197 -. 124 2"X 1" 1C90R0906 1.73 2.02 1.40 [ 2'Y1j/4j[ ic9oRo9o7 jo 21Q j[ 1•2 J 2" X 1 1/2" 1C90R0908 2.02 2.16 1.65 Description I I C. 1. 45 Degreed Elbow NOM SIZE DTEMtUDE1EflIMENSIONJflTEM 1. LBLA1fl IA11B A1EIGHJ1 1 ,1C45B0606 112112 046 1C45B0707 1.29 1.29 0.73 I __12 __ iC45B0808 143 [Tj oi3 2" 1C45B0909 1.68 1.68 1.50 www.sigmaco.com Cast Iron Thded Description Description I C. Reducing Tee C.I. Plugs A B U Umn L J1i I NOM SIZE 1 [tR'J TA1 EB1 rt1 liicii lx lx 1/2' 1 1CT0606041 1.26 1.26 1.36 0.95 1" x 1" x 3/4" 1C1060605 1.37 1.37 1.45 1.10 I069406 L I 1" x 3/4" x1" 1C1060506 1.50 1.45 1.50 1.18 i"xi"i nEo',: L 1.52 x 1" x 1 1/2" 1CT060608 1.80 1.80 1.65 1.73 1 1/4"xl"x112" 1.11 1 1/4" x lx 3/4" 1CT070605 1.45 1.37 1.62 1.38 11/4xlxll(1CT070606JL158 150 157[i47 1 1/4'x 1" x 1 1/4' 1CT070607 1.75 1.67 1.75 1.80 1 1/4"x ix 11/2", 1C1070608' 1.88 t8oi.82r 2.05 1 1/4" x 1 1/4" x 1/2" 1CT070704 1.34 1.34 1.53 1.37 lf/4 xll/4 x314 1CT070705 145 145 [1 62 154 1 1/4" x 1 1/4" x 1" 1CT070706 1.58 1.58 1.67 1.65 11/4 x11/4 x 1/2 1CT070708 1 88 188L 182 r221 1 1/4"x I l/4" x2" lCT070709 2.10 2.10 1.90 2.55 11/2" xl" x 1/2" 1CT080604 1 41 1.34 i 11/2" x 1" x 3/4" 1CT080605 1.52 1.37 1.75 1.65 I l/2"xl"xl" 1CT0806060 1.65 i.501.8O 1.65 1 1/2" x 1" x 1 1/4" 1CT080607 1.82 1.67 1.88 2.00 1 1/2" x 1" x 1 1/2" 1CT080608 1.94 1.80 1.94 2.30 1 1/2" x 1 1/4" x 1/2" 1CT080704 1.41 1.34 1.66 1.58 11/2x11/4x3L41CT080705 152 14[1751 172 11/2" x 11/4" x 1" 1C1080706 1.65 1.58 1.80 1.85 l/2x1l!4x1 1/4 1C1080707 182 TL_8 222 807 11/2" x 1/4" xl 1/2" 1CT008 1.94 1.88 1.94 2.45 LI7i x2 L1CT080709 216 210 1202 280] 1 1/2" x 11/2" x 1/2" 1C1080804 1.41 1.41 1.66 1.76 111/2 x Ili x3/41 iCT080805 0 152 4152"( 175187 11/2" x 1 1/2" x 1" 1CT080806 1.65 1.65 1.80 1.94 0807 182 111/2 x 1/2x11/4i 1C108 82 1 88 L1J[ 229 1 1/2" x 1 1/2" x 2" 1CT080809 2.16 2.16 2.02 3.28 2x1x2 1C1090609 225 202 L225[ 340 x 1 1/4" x 2" 1CT090709 2.25 2.10 2.25 2.80 2xll/2x1/2 1CT090804n149 14l'I188JL 209 2" x 1 1/2" x 3/4" 1C1090805 1.60 1.52 1.97 2.40 2 x 1/2 xl 1C1090806 173 - 165 [9 L RA 2" x 1 1/2" x 1 1/4" 1CT090807 1.90 1.82 2.10 2.85 l2xll/2x11/2 111C1090808 t149 1fl!188 224 2" x 1 1/2" x 2" 1CT090809 2.25 2.16 2.25 3.75 12"x2"xl/2"' 1CT090904 1.49 1.49 L1.88 200 2" x 2" x 3/4" 1CT090905 1.60 1.60 1.97 2.71 2"X 2" x1" j 1C1090906 173 't7312.02r2.97 2" x 2" x 1 1/4" 1CT090907 1.90 1.90 2.10 3.32 2 x 2"'x 1 1/2 1C1090908 202 202 2 161[ 3 72 2" x 2" x 2 1/2" 1C1090910 2.60 2.60 2.39 5.10 www.sigmaco.com F_ I a", -@. F~llEWCOiYEi SlzflFBLIr A 1WF,JffJI EDJ.MII ITfl iLiL9± 010 j 3/4" 1CPLG0505 1.07 0.17 - I 1CPLG0606 iL!i1 08 -1 1 1/4" ICPLG0707 1.36 0.44 11/2 {iCPLGo808L145[o62 j 2" 1CPLG0909 1.56 0.91 Description F C. 1. Cross A A N s z FTEWCO MJ D ME N-5 LMJF1 Mt EM1 I E EBTKCKII LJEJ WFIGI4II L I JlCX0606l50Ii5O 1 iI 11/4" 1CX0707 1.75 1.75 2.40 E 12 IL °fiL1 ][Tho I 2" 1CX0909 2.25 2.25 4.00 [ CX0766jEff67 2.05 1 1/2" X 1" 1CX0806 1.65 1.80 2.40 2X1 ji 1CX09061[j73 [02 275 Carbon Steel schedule 40 welded pipe nipples threaded to spec. ANSI/ASME 131.20.1 Description I Black Steel I NOMINAL SIZE LENGTH j/8" ILj/4" i7ffJi 1/2" I 3/4" J[" ]ti 1/4" 1L1 1I2]I2" ('I fltt I 4KIOfl4fl4 ' 4KIflAflA4 4KIDfl')O4 II lklflflAfll 4KIDOfl1 0 4KIDAnA4 4klfllflfl4 I 'IkiDnOfli lfllflflflflfl I. - znrnzn. - "''n' -c--'- -_- :r------- - a -"fffl'- '4 '-"'• :'"'" 1 1/2 1NBO108 1NB0208 1NB0308 1NB0408 1NB0508 NA NA NA NA 2" 1NB0109 [ 1NBO2O9 r1NBO3O9 1N80409 11NBO5O9 '-iNBO6O9[ 1NB0709 [1NBO8O9i[NA 2 1/2" 1NBO110 1NBO2O1O INBO3I0 1NBO410 1NB05I0 INBO6I0 INB07I0 1NB0810 1NB0910 L 3fl r1NBO111LINBO21I L1NBO31i L1NBO41.1 1NBO511 iNBO6i1J[ 1wBo71iLiNBo811L1NBoi"1 3 1/2' 1NBO111-5 1NB0211-5 INB031I-5 INB0411-5 1N80511-5 1NB0611-5 1NB0711-5 1NBO811-5 1NBO9I1-5 4 iN8O112 1NB0212 1NB0312 [B0412 JL1NBO512 1NB0612 NB0712 L1NBc812 JL1!612 4 1/2" 1NBO112-5 1NB0212-5 1NB0312-5 1NB0412-5 1NB0512-5 1NB0612-5 IN B0712-5 1NB0812-5 1NB0912-5 [ " LiNBoii3 1 5 1/2" INBO113-5 1NB0213-5 1NB0313-5 1NB0413-5 1NB0513-5 1NB0613-5 1NB0713-5 1NB0813-5 1NB0913-5 - 1NB0114 .. IN' If .jNBO414jL1NBO5i4 1NBO614 1NBO714. 1NB0814 j iNB0914J 6 1/2" 1NBO114-5 1NB0214 -5 1NB0314-5 1NB0414-5 1NB0514-5 1NB0614-5 1NB0714-5 1NB0814-5 1NB0914-5 NAJ][ NA Q147J NA A 7 1/2" NA NA NA NA NA 1NB06147-5 1NB07147-5 1NB08147-5 1NB09147-5 [ 8 INBO115 1NB0215 1NB5Tg'-rTNBO415 r1NBo51s][1NBo615, 1NBO715 ii5_JL1NBO915 81/2" NA NA NA NA NA 1NB0615-5 1NB0715-5 1NB0815-5 1NB0915-5 r " 1N60116 !iNBo216 1NB0316{NB0416 1NB0516 ![1NBO616J[JNBo7i6[1NBO816[BO916 j 9 1/2" NA NA NA NA NA 1NB0616 -5 1NB0716-5 1NB0816-5 1NB0916-5 L 10.1NBO117-1NBQ217 1NB0317 [iNBO417 , 1NBO5171NBO617 . 1NBQ717., 1NB0817 J[1NB0917j 10 1/2" NA NA NA NA NA 1NB0617-5 1NB0717-5 1NB0817-5 1NB0917-5 F'ii" 1NBO118 i01 INBO18 [iNBO4i8 111/2" NA - - NA NA NA -- , NA - 1NB0618-5 1NB0718-5NBO818-5 1NB09185 12" 1NBO1I9 1N80219, L1NBO3j9j1NB0419 j[1N80519 L1NBa6i9:[1NBo7i9jtiNBo819JL1NBo919 J 1F NOMINAL SIZE LENGTH j cLosE1NB1oo1 1NB1101 [ 1B1 L1NB14O1J 1NB1011 INBilli NA NA 1 3 !'?" N iiitimE 1NB1ii5'r_NA j 1N81012 INB1112 1NB1212 NA [41 [iNB1O125 1NBi11251NB12125rNA. 1NB10I3 INB1I13 1NB1213 NA I 11 9i3: 1NB12135T - ! 1NB1014 1NB1114 1NB1214 1NB1414 L. 8" t91Pi!1i1; iN812i5L1NB14151 9" 1NB1016 1NB1116 1NB1216 1NB1416 [_ 10" IF 1NB1117 •' 1NB1217-L1NB14171 11" 1NB1018 1NB1118 1NB1218 1NB1418 L12TTI0i][1N-Bill 9iNB12i9r14J www.sigmaco.com Ii1iieiw O Carbon Steel schedule 40 welded pipe nipples threaded to spec. ANSI/ASME B 1.20.1 Galvanized to spec. ASTM A 153- for zinc coating. Description I Galvanized Steel I WOMINAL SIZE LENGTH 1 1/8" iL 1/4" ii 3I8II 1/2" 11 3/4" IFi" 1EIIiJ]4"tL 1 1/2iJI 11/2" 1 CLOSE 1NGO1O1 L 1NGP2O1 1NG0301 1NG0401 ;1NG05011NG0601 L1NGo7oiJUo8o1 1NG0901 1" NA 1NG0201-1 NA NA NA NA NA NA NA 11/4" NAJI NA NA1 NAir . ]EiifT±& 1 11/2" 1NG0108 1NG0208 1NG0308 1NG0408 1NG0508 NA NA NA NA 2 [jO91NGO8O9NA 2 1/2" ING011O 1NG02010 ING0310 1NG0410 1NG0510 1NG0610 ING07I0 1NG0810 1NG0910 iroii 1NGO5II 1NGo6jjLjGo7iT'[jjpo811 IN609I1 31/2" 1NGO111-5 1NG0211-5 1NG0311-5 1NG0411-5 1NG0511-5 1NG0611-5 1NG0711-5 1NG0811-5 1NG0911-5 4 jO112 1NG0212 j[±NG iNGU6i iNGo812r 1NG09121 4 1/2" 1NG0112-5 1NG0212-5 1NG0312-5 1NG0412-5 1NG0512-5 1NG0612-5 1NG0712-5 1NG0812-5 1NG0912-5 1NGO1i3 1NG0213I[ 1NG0313 JI 1NG04131[ 1NGOLiNGU613 1NG0913 5 1/2" 1NG0113-5 1NG0213-5 1NG0313-5 1NG0413-5 1NG0513-5 1NG0613-5 1NG0713-5 1NG0813-5 1NG0913-5 6" Oii4 1NO61fl[GO71T! 1NG0814 . 1NG0914 j 6 1/2" 1NG0114-5 1NG0214-5 1NG0314-5 1NG0414-5 1NG0514-5 1NG0614-5 1NG0714-5 1NG0814-5 1NG0914-5 7 NA NA_JL_ HNGO414flENA311'6147JfliTL1NGO81471NGO9147 _NA 8" 1NG0115 1NG0215 1NG0315 1NG0415 1NG0515 1NG0615 1NG0715 1NG0815 1NG0915 L81" . N. J1 J[ N_ JJ[ NA NA NA 9" 1NG0116 1NG0216 1NG0316 1NG0416 1NG0516 1NG0616 1NG0716 1NG0816 1NG0916 10" .-...---'.- ••_..-_-_1 .".--'---- .-r----'----'" .: 1NGOI17 j 1N 0217 L 1NG0317 ,[1NGO4i7[iiGO5i7 1NGO617]Ei'i3O71flLiNGO817 1NG0917 11" 1NG0118 1NG0218 1NG0318 1NG0418 1NG0518 1NG0618 1NG0718 1NG0818 1NG0918 12 1 NG0119 JLI NGO2L1 NGO319 Li NGO419flO5 1NG0619 j Lo7i9J LjJGO819 1 NG0919 II NOMINAL SIZE I LENGTJL2 1/2" IL_3" IL 4" -III 6'I L 1NG11011NG1J[1NG1401J 3' 1NGI011 1NGII1I NA NA 1NG1012 ING1112 1NG1212 NA 1NG1013 1NG1113 1NG1213 NA ING1014 1NG1114 1NG1214 1NG1414 ii Li1[.iiIAT 1T1LNJ 8" 1NG1015 1NG1115 1NG1215 1NG1415 1.JENio16. 1NG1116 [iNG12JTt4i6 10" iNGi017 1NG1117 1NG1217 1NG1417 1118 111J[1G18 12" 1NG1019 1NG1119 1NG1219 1NG1419 www.sigmaco.com L IBM 13 Manufactured from carbon steel (which conforms to ASTM A 865 standard) El Threads conform to ASME 131.20.1 standards for pipe threads. El Sizes 2" and below are straight tapped and 2 1/2" and above are tapper tapped. Description I I Size Item Code D L 1/2" 1 MCC0404 1.063" 1.563" 3/4" IMCC0565 13 1625" J 1" IMCC0606 1.576" 2.00" [ /T 1MCç0707 i9oo0 1-1/2" 1MCC0808 2.200" 2.063" L2 IMCCO9O9 2.750" i 125" 1 2-1/2" IMCCIOIO 3.250" 3.125" L1'iEI tr?!ccThT I 4" IMCCI2I2 5.00" 3.500" www.sigmaco.com victaulic.com I FireLock® Fittings I Publication 10.03 Flow Data: Frictional Resistance Equivalent Feet/meters of Straight Pipe' Actual No. 002 Nominal Outside Size Diameter Elbows Straight Tee No. 001 No. 003 inches inches mm mm 90° Elbow 45° Elbow Branch Run 1¼ 1.660 - - - - 32 42.4 - - - - - 1 1/2 1.900 - - - - 40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 1 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108 mm 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 1 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 1 2.6 139.7 mm 5.500 8.3 4.1 20.6 8.3 139.7 2.5 1.3 6.3 2.5 159 mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1 1.5 7.6 3.0 165. mm 6.500 9.8 4.9 24.5 9.8 165.1 1 3.0 1.5 1 7.5 1 3.0 8 8.625 1 13.0 5.0 1 33.0 13.0 200 219.1 1 4.0 1.5 10.1 1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. General Notes: NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N/009H couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009!009V/009H couplings. Installation Reference should always be made to the -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in POE format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Victaulic or to Victaulic specifications. 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 entice and without incurring obligations. Trademarks Victaulic° is a registered trademark of Victaulic Company. 10.03 1539 Rev M updated 12/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 3 --IllAnc tauIic 2" Fig. 200 - "Trimline" Fig. 200R (Import) - Adjustable Band Hanger "Trimline" Adjustable Band Hanger w/Retainer Ring C®US LISTED Size Range - 1/2 thru 8' pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. (21/2 thru 8') Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2' thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-1 71 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish Mu. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 33/8 2/s 400 12 11/4 3/8 8mm or 10mm 3Y4 2% 400 13 11/2 3/8 8mm orlomm 3 /8 ?% 400 14 2 3/8 8mm or 10mm 41h 3 400 15 21/2 3/8 10mm 55/s 41/8 600 27 3 3/8 10mm 5/8 4 600 29 3% 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Component of State of California OSNPD Approved Seismic Restraints System FIG. 98 FIG. 98B Size Range - Secures 3/8' thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Dimensions od Max Rec. Load Lbs. SI For Service Temp 650°F 3/8 730 1/2 1350 5/8 160 3/4 7/8 448 98 - Rod Stiffener Fi%98B - Rod Stiffener w/Break-off Bolt Head Size Rang Secures 3/8 thru 7/8 hanger rod Material - Ca n Steel Function - Secure hannel to hanger rod for vertical seismic bracing. Approvals - Include our Seismic Restraints Catalog approved Finish - Electra Galvanized Note - Available in HDG finish or Stainless terials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Length Size Range - Secures 3/8" thru 11/2' rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wt./100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.toko.com Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed niy when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 C®US LISTED OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 9517375599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Seismic Bracing ®TDLCcJ Fig. 1000 - "Fast Clamp" Sway Brace Attachment Size Range: Pipe size to be braced: 1° (25mm)thru 611 (150mm) Schedule 10 thru 40 IPS. Pipe size used for bracing: 1 "(25mm) and 11/4 (32mm) Schedule 40 IPS. Material: Steel Function: A restraint device intended for lateral bracing. Features: Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation: Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the 'bracing pipe" and TOLCO structural attachment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install: Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1° extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with Allied Dyna Flow sprinkler pipe up to 2' as a restraint device. Maximum horizontal design load is 655 lbs. (2.91kN) Torque requirement is 6-8 ft/lbs. (8-10Nm) Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note: Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1 pipe extension beyond the Fig. 1000 is recommended. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Component of State of California OSHPD Approved Seismic Restraints System c®u$ <> LISTED ardware ncluded ' ..9 UL Listed Design Load 1" (25mm) thru 2" (50mm) pipe size - 655 lbs. (2.91kN) Part Number & Approx. Wt./1 00 Size 1" (24mni) Brace Pipe 11/4" (32nim) 1000-1 X 1' 71.6 (32.5) 1000-1 X 11/4 Brace Pipe Pipe Design Load - Allowable Horizontal Capacity (Ibf) Per Installation 1,2,3 11/4" (32) 1000_11/4 X 74.8 (33.9) 1000_11/4 X 11/4 79.1 (35.9) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 11/2" (40) 1000_1112 X 77.8 (35.3) 1000_11/2 X 11/4 82.1 (37.2) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) (50) 1000-2 X 84.1 (38.1) 1000-2 X 11/4 88.4 (40.1) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 21/2" (65) 1000-2I2 X 90.2 (40.9) 1000_21/2 X 1/4 94.6 (42.9) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) (80) 1000-3 X 1 97.3 (44.1) 1000-3 X 11/4 101.7 (46.1) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) 31/2" (90) 1000-3/2 X 104.0 (47.2) 1000_31/2 X 11/4 108.4 (49.2) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) (100) 1 000-4X1 110.3 (50.0) 1000-4X11/4 114.6 (52.0) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) (125) 1000-5 X 123.1 (55.8) 1000-5 X 11/4 127.4 (57.8) -- -- -- -- -- -- -- -- (150) 1000-6 X 1 136.5 (61.9) 1 1000-6 X 11/4 140.8 (63.8) -- -- -- -- -- -- -- -- 1 FM Approved when used with 1, 11/4,11/2, or 2 inch NPS Schedule 40 GB/I 3091 EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/I 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/I 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Pipe Hangers & Supports 188 by ETefJ Fig. 1001 — Sway Brace Attachment Size Range - Pipe size to be braced: 2½" thru 8' IPS.* Pipe size used for bracing: 1 ' and 11/4" Schedule 40 IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features - Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Component of State of California OSHPD Approved Seismic Restraints System C®US LISTED A,cRov,o Installation Note - Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals - Underwriters Laboratories Listed in the USA (UL) Maximum Design Load and Canada (cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 - 1600 lbs. Sch. 10 & 40 wIt' Brace Pipe - 2015 lbs. Included in our Seismic Restraints Catalog approved by the State Sch. 10 & 40 w/1 ¼" Brace Pipe - 2765 lbs. of California Office of Statewide Health Planning and Development (OSHPD. For additional load, spacing and placement information relating to OSHPD projects. please refer to the TOLCO Seismic FM Approved Design Loads* Restraint Systems Guidelines. 21/2" - 2400 lbs. Finish - Plain 3" 4" 2500 lbs. Note - Available in Electro-Galvanized and HDG finish. 5" - 8" - 1500 lbs. Order By - Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance. the UL Listing requires that the Fia. 1001 must be used only with other TOLCO bracin products. The Fig 1001 is not intended for use with the Fig. 907 4-Way Longitudinal Brace Attachment. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com t— I %.:). I U FIG. 70S IL Fig. 70 - Steel Rod Coupling Fig. 70R - Steel Reducing Rod Coupling Fig. 70S - Short Pattern Steel Rod Coupling Fig. 71 - Steel Window Rod Coupling Size Range - 1/4' thru 11/2' rod Material - Carbon Steel Function - Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish - Electro-Galvanized Note - Available in HDG finish or Stainless Steel materials. Fig. 70 Dimensions • Weicihts Rod Max Rec. Approx. Size Length Load Lbs. wt./100 1/4 7/8 240 2 5/16 13/4 300 13 3/8 13/4 610 11 1/2 13/4 1130 11 5/8 21/8 1810 16 3/4 21/4 2710 27 7/8 21h 3770 57 1 23/4 4960 70 1½' - 1½' - Consult factory for specifications Fig. 70R Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt .11 00 3/8x1/4 7/8 240 4 1/2x3/8 13/4 610 7 5/8x1/2 2½ 1130 14 3/4x5/8 21/4 1810 21 7/8x3/4 21h 2710 40 Fig. 70S/Fig. 71 Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 3/8 11/8 610 4 1/2 11/4 1130 6 For rod sizes 5/8' to 1" - consult factory OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737,5599 • FAX: 951.737.0330 a CUSTOMER SERVICE • 800.786,5266 www.tolco.com ®TOLcQ ç STEh us 'z Set Screv mi TOLCOTM Seismic Bracing Fig. 41 - Longitudinal "In-Line" Sway Brace Attachment Size Range: 2" (50mm) through 8' (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" (65mm) through 8" (200mm) pipe. Approved by Factory Mutual Engineering (FM), 2" (50mm) through 8" (200mm) pipe. Installation Instructions: Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set screw until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish. r 4-Way Riser Brace (plan view) Part Size I: A C D Bolt Size 1/2"13 Max. . (cULuc) 2015(8.96) . Load *Max. I (FM) ': 'H24 ) I Load Approx. Wt./1100 4L-21/2 21/2 (65) 6I16 (163.5) 21/2 (63.5) 2/4 (69.8) 1/2"-13 2015 (8.96) 3000 (13.34) 253 (114.7) 4L-3 (80) 7" (177.8) 2/4" (69.8) 31/16" (778) 1/2"..13 2015 (8.96) 1550 (6.89) 268 (121.5) 414 (100) 81/2" (215.9) 3/8" (85.7) 311/16" (93.7) 112"_13 2015 (8.96) 1550 (6.89) 348 (157.8) 41-5 5" (125) 93/4" (247.6) 3I8" (98.4) 4/8' (111.1) 1/2"13 2015 (8.96) 1450 (6.45) 380 (172.3) 41-6 6' (150) 111/2" (292.1) 5" (127.0) 51/8 (130.2) 1/2"..13 2015 (8.96) 1450 (6.45) 640 (290.3) 41-8 1 8" 1 (200) 1 131/4" 1 (336.5) 1 5/8" (142.8) 5/8" (142.9) 1/2"..13 1 2015 1 (8.96) 1 1450 1 (6.45) 1 728 J (330.2) 41-2 2 Pipe (50) 2015 (8.96) Max Rec. 1TT *Max. -- Design Load 41/21/2 21/2" (65) 2015 (8.96) 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 41-3 (80) 2015 (8.96) 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590(7.07) 41-4 (100) 2015 (8.96) 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 41-5 (125) 2015 (8.96) 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 41-6 (150) 2015 (8.96) 530 (2.36) 730 (3.25) 890 (3.96) 990(4.40) 4L-8 8" (200) 2015 (8.96) 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? the installation angle measured from the vertical. FM approved when used with 1", 11/4", 11/2' or 2" Sch. 40 brace pipe. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to 8-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Pipe Hangers & Supports 170 by Ef141 Seismic Bracing Component of State of California OSHPD Approved ODTOLCCY Seismic Restraints System c®uS LISTED Fig. 909 - No-Thread Swivel Sway Brace Attachment Size Range: 10 (25mm) bracing pipe. For brace pipe sizes larger than 1(25mm), use Fig. 980. Available with holes for 3j "-1 6 thru 3/4"-10 fastener attachment. Material: Steel, hardened cone point set screw Function: The structural component of a sway and seismic bracing system. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note: Fig. 909 is used in conjunction with the Fig. 1000, 5 Fig. 1001, Fig. 4 (A) or Fig. 4L pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with NFPA 13 (or TOLCO State of California OSHPD Approved Seismic Restraint Manual) and the manufacturer's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13 and/or OSHPD. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions: Fig. 909 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the bracing pipe' and TOLCO "braced pipe' attachment, Fig. 1000, 1001, 4A, 413 or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set screw until the head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number, fastener attachment size and finish. Set Screw A Included B Mounting Hardware Is Not Included Eaton's Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. B—•Line All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. by 179 Pipe Hangers & Supports Product Features No pre-drilling required. 'Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation cost. Made in the U.S.A. 1/4 L 8002957 GST 100 1/4 xl 210 (7/16"OSB) 670 (3/4' Ply) 25 125 1/4" 8003957 GST 200 1/4x2 1780 (Fir) 25 125 1/4 8004957 GST 300I/4x3" 2060 (Fir) - 25125 318"8006957GST.751/4x 314__564 (3/4"Ply) 25125 318 8007957 GST 10 1/4 x1" 670 300 25 125 8008957 GST 20 1/4x2" 1760 (Fir) 850 1475 25 125 3/8_8068925 GST20SSI/4x2__1760 (Fir) 850 251J 3/8__8009925GST25-380 3/8x2-112"2113(Fir)1500 25125 318__8010957 GST 301/4x3__2060 (Fir) 1500 1475 25 125] 3/8" 8069925 GST30-SS 1/4x3" 2060 (Fir) 25 125 - 3/8 8011925 GST 4O 1/4x4__2I80 (Fir) 251251 3/8__8012925 -GST 6O1/4x6"2230(Fir) 25 125 - 1/2" 8013925 GST2 1/4x2"1760(F#)2512] 1/2 8014925 GST 2.5-380 3/8x2-1/2" 2113 (Fir) 25 125 1/2 8015925 GST3 1/4 x3 2275 (Fi9 25 125 1/2__8016925 GST 4 1/4x4"2180 (Fir)25 125 8017925 GS 6 1/4 x6 2230 (Fir)25 EJ El A #14 Black Nut Driver Part 6 8113910 #14 SW Red Nut Driver Part# 8114910 RPáit - Ultimate UTesFMTestll BöiWC so El Product Features Eliminates distortion of threaded rod. • Saves time from traditional methods. 'Accommodates up to 3 '/2" x 12 pitch roof. • Reduces installation cost. Allows 17" deflection from vertical. • Made in the U.S.A. I L _ (2 K' 3181, 8139957 S" - I J1/4 x 2 1257 (Fir) 1050 1475 25 125 125J 3/8" 8141957 SH-i3s1 10 1/4x3" 1720 (Fir) 1500 1475 25 125 #14 Black Nut Driver SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into Part #8113910 contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. For the most up to date information, visit 'K.t.]ll a C-,. 'z. '• Product Features 11-112") up to 3-112" pipe; not less than "- No pie-drilling required. 3" (2-112") nominal width 4" & 5" pipe 4 Not less than 2" nominal addlli /_____T Jof~~ Ft Quick to install using the Sammy Minimum 2-112" from bottom for branch lines. Minimum 3" from Nut Driver with an 18V cordless bottom for main tines. Exception This A drill/driver. requirement shall not apply to 2" or thicker nailing strips rooting on top of steel beams. Saves time from traditional methods. Reduces installation cost. I Made in the U.S.A. I SWG 130 ___ JJ ±L(it) 125 1/4" 8019957 SWG 200 1/4x2" 1725 (Fir) 25 125 3/8" 8020957 SWG 10 1/4x 1" 622 (Fir) 300 25 125 ] /.Et 3/8" 8021957 SWG 20 1/402" - 1725 (Fir) 1050 25 125 318" 8073925 SWG 20-SS 114x2" 1725 (Fir) 850 25 25 #1 ed XL 3/8" 8022925 SWG 25-380 3/8x2-1I2" 2249 (Fir) 1500 25 125 Nut Driver - 3/8" 8023925 SWG 30 114x3" 1884 (Fir)25 125] Part # 8114910 I lNSTlONTS' "JI NHOiOODo& sEj T-ALLATtON L' Insert the appropriate nut driver into a 318" or 1/2" portable drill Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be/na vertical position. Push the face of the nut driver tight to the member. When the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4' 3/8' 1/2" or metric all thread rod, bolt stock. (The 1/2" requires the #I4SW red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. Insert the appropriate not driver into a 3/8" or 1/2" portable drill. Insert the SAMMYS into the #I4SW (red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins free on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4", 3/8" or metric all thread rod or bolt stock. Note: When installing SWDR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in purlin steel. : Ez SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins tree. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.1. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines. US: http://submittals.us.hilti.com/PTGVoI2/ CA: httrx//submittals.us.hilti.com/PTGVol2CA/ To consult directly with a team member regarding our anchor fastening products, contact Hilti's team of technical support specialists between the hours of 7:00am - 6:00pm CST. US: 877-749-6337 or HNATechnicaISeMces(ähiIti.com CA: 1-800-363-4458, ext. 6 or CATechnicalServiceshilti.com Hilti, Inc. 7250 Dallas Parkway, Suite 1000 Piano, TX 75024 1-800-879-8000 www.hilti.com 3.3.7.1 Product description 3.3.7.2 Material specifications 3.3.7.3 Technical data 3.3.7.4 Installation instructions 3.3.7.5 Design guidelines 3.3.7.6 Orderina information Listings/Approvals KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 3.3.7.1 Product description KWIK HUS-EZ I (KH-EZ I) anchors are comprised of a body with an internally threaded hex washer head. The anchor is manufactured from carbon steel and is heat treated. It has a minimum 0.0003 inch (8 pm) zinc coating in accordance with DIN EN ISO 4042. The internally threaded head is larger than the diameter of the anchor and is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed in a predrilled hole with a powered impact wrench or torque wrench. The anchor threads cut into the concrete on the sides of the hole and interlock with the base material during installation. Applicable base materials include normal-weight concrete, structural lightweight concrete and lightweight concrete over metal deck. Product features Suitable for cracked and uncracked normal-weight and lightweight concrete, and lightweight concrete over metal deck. Suitable for seismic and nonseismic loads. Quick and easy to install. Thread design enables quality setting and exceptional load values in wide variety of base material strengths. Anchor is fully removable Anchor size is same as drill bit size. Suitable for reduced edge distances and spacing. 3.3.7.2 Material specifications KWIK HUS-EZ I anchors are manufactured from carbon steel. The anchors are bright zinc plated to a minimum thickness of 8 pm. 3.3.73 Technical data 3.37.3.1 ACI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the design parameters and variables of ESR-3027 and the equations of ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR- 3027 are not contained in this section, but can be found at www.icc-es.org or at www.us.hilti.com. ICC-ES (International Code Council) ESR-3027 City of Los Angeles Research Report No. 25897 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 internal threaded diameter anchor APPROVifi lndeoendent code evaluation IBC®/IRC®2015 IBC®/ IRC® 2012 IBC®/ IRC®2009 IBC®/ lRC 2006 Guide specifications Screw anchors shall be KWIK HUS-EZ I as supplied by Hilti, Inc. Anchors shall be manufactured from heat treated carbon steel material, zinc plated to a minimum thickness of 8 pm. Anchors shall be installed using a drill bit of same nominal diameter as anchor. 3.3.7 - -... Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 319 ''non I ho Mechanical Anchoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 1 - Hilti KWIK HUS-EZ I specifications',' Setting information Symbol Units Nominal anchor diameter 1/4 Nominal bit diameter dbn in. 1/4 Nominal embedment h0 , in. 1-5/8 2-1/2 Effective embedment h 1 in. 1.18 1.92 Minimum hole depth h0 in. 2 2-7/8 Installation torque Ti. ft-lb (Nm) 18 (24) Wrench size in. 7/16 1 T,,st is the maximum installation torque that may be applied with a torque wrench. 2 See table 2 and figure 5 of section 3.3.6 for spacing, edge distance, and concrete thickness pa- rameters Figure 1 - KWIK HUS-EZ I anchor installation details Table 2 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in uncracked concrete' 2,3,4,5 Nominal Nominal Tension - PN0 Shear - anchor embed. f' = 2,500 psi /0 = 3,000 psi J', = 4,000 psi f' = 6,000 psi f' = 2,500 psi /0 = 3,000 psi /0 = 4,000 psi /0 = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) 1/4 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in cracked concrete' 2,3,4,5 Nominal Nominal Tension - Nn Shear - anchor embed. j', = 2,500 psi f', = 3,000 psi J', = 4,000 psi J' = 6,000 psi f, = 2,500 psi J' = 3,000 psi f'0 = 4,000 psi f' = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 300 315 345 390 765 835 965 1,180 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) 1/4 2-1/2 760 830 960 1,175 1,585 1,735 2,000 2,450 (64) (3.4) (3.7) (4.3) (5.2) (7.1) (7.7) (8.9) (10.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 5 and 6 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A0 as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - asoejo 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - a5'0010 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. Table 4 - Steel design strength for Hilti KWIK HUS-EZ I anchors1'2 Nominal anchor Nominal internal Tensile' Shear' Seismic shear' diameter thread diameter 4Nn 4V in. in. lb (kN) lb (kN) lb (kN) 1/4-20 3,680 815 365 1/4 UNC (16.4) (3.6) (1.6) 3/8-16 3,680 790 670 UNC (16.4) (3.5) (3.0) 1 See section 3.1.8.6 to convert design strength value to ASO value. 2 Hilti KWIK HUS-EZ I anchors are to be considered brittle steel elements. 3 Tension qN = (PA N f,as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with <0.64A005 f,00 as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4)V,0 5 4)0.60 Any f0,0 as noted in ACI 318-14 Chapter 17. See Section 3.1.8.7 for additional information on seismic applications. 320 Hilti, Inc. (us) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 - - Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 5 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in uncracked concrete' .2 Edge distance in shear 11to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear' I toward edge from edge factor in shear4 uncracked concrete 'RN 'AV 'NV I NV 'NV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a 3 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 8 3-1/4 (83) 0.96 0.78 _______ _______ 0.70 0.63 _______ 0.68 _______ _______ 0.88 n/a -- 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a E 4 (102) 1.00 0.85 0.74 0.66 0.92 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 CZ 4-1/2 (114) 0.89 0.77 0.68 1.00 0.84 5 (127) 0.93 0.80 0.70 0.89 0.98 0.83 0.72 5-1/2 (140) _______ _______ _______ 0.93 0) W 6 (152) 1.00 0.86 0.74 0.97 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 CM 9 (229) 1.00 0.86 10 (254) 0.89 11 (279) 0.93 12 (305) 0.97 14 (356) 1.00 Table 6 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in cracked concrete1'2 Edge distance in shear II to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear3 I toward edge from edge factor in shear4 cracked concrete I RN IAV 'NV 'NV 'HV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 21/2 1-5/8 2-1/2 h,0,,, (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a 2-1/2 (64) 0.85 0.72 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.89 1 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a oc 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 4-1/2 (114) 0.89 0.77 0.68 1.00 1 0.85 g 5 (127) 0.93 0.80 0.70 0.89 C) 0) 5-1/2 (140)__ 0.98 0.83 1 0.72 0.93 6 (152) 1.00 0.74 0.98 7 (178) 0.78 1.00 8 (203) (229) 0.82 9 M92 (254) 0.86 10 (279) 0.90 11 0.94 12 (305) 0.98 14 (356) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. If no edge exists, then I AV = 1A0' 4 Concrete thickness reduction factor in shear, f assumes an influence of a nearby edge. If no edge exists, then f V = 1.0. ETII If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of section 3.3.6 to calculate permissable edge distance, spacing and concrete thickness combinations. II Hilti, Inc. (US) 1-800-879-8000 1 www.us.hitti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hitti.ca I Anchor Fastening Technical Guide 2016 321 Mechanical Anchoring Systems -- 1LLT 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 7 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' 2.3,4,5,6,7 Installation in lower flute Installation inupper flute Nominal Nominal Nominal Tension - Shear - (pVn Tension - Shear - anchor thread embed. .f'= 3,000 psi f'= 4,000 psi f'= 3,000 psi f'= 4,000 psi f'= 3,000 psi f'= 4,000 psi f,,= 3,000 psi '= 4,000 psi diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 545 595 610 610 670 730 610 610 1/4-20 (41) (2.4) (2.6) (2.7) (2.7) (3.0) (3.2) (2.7) (2.7) UNC 2-1/2 1,220 1,410 610 610 1,275 1,470 610 610 (64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (2.7) (2.7) 1 / 1-5/8 545 595 915 915 670 730 915 915 3/8.16 (41) (2.4) (2.6) (4.1) (4.1) (3.0) (3.2) (4.1) (4.1) UNC 2-1/2 1,220 1,410 915 915 1,275. 1,470 915 915 (64) 1 (5.4) (6.3) (4.1) (4.1) (5.7) (6.5) (4.1) (4.1) Table 8 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' 2,3,4,5,6,7,8 Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - pN Shear - 4V Tension - 4N Shear - anchor thread embed. f'= 3,000 psi f= 4,000 psi 3,000 3,000 psi f'= 4,000 psi f' 3,000 psi f',,= 4,000 psi f= 3,000 psi f= 4,000 psi diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. I in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 280 305 610 610 330 360 610 610 1/4-20 (41) (1.2) (1.4) (2.7) (2.7) (1.5) (1.6) (2,7) (2.7) UNC 2-1/2 605 700 610 610 635 735 610 610 (64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3) (2.7) (2.7) 1/4 _______ 1-5/8 280 325 915 915 330 380 915 915 3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) UNC 2-1/2 605 700 915 915 635 735 915 915 (64) (2.7) (3.1) (4.1) (4.1) (2.8) (3.3) (4.1) (4.1) 1 See Section 3.1.9.4 to convert design strength value to ASO value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x (nominal embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0N = 0.75. 8 For seismic shear, an additional factor must be applied to the cracked concrete tabular values for seismic conditions: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.44 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.85 See Section 3.1.8.6 for additional information on seismic applications. U '--.r: - -=----- .: - =-.:-'::'= .= 322 Hilti, inc. (US) 1-800-879-8000 1 www.us.hiiti.com I en espaf ol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-T63-4458 i www.hiiti.ca i Anchor Fastening Technical Guide 2016 [iI:t .Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Figure 2— Installation of Hilti KWIK HUS-EZ I (KH-EZ I) in soffit of concrete over steel deck floor and roof assemblies Mm. 3/4" CO Minimum 20 gauge steel deck Mm. 1-1/4"- 1 Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum concrete cover above the drilled hole is satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. II 3.3.7.3.2 Canadian Limit State design Limit State Design of anchors is described in the provisions of CSA A23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services ESR-3027. These tables are followed by factored resistance tables. The factored resitance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA A23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.ca Table 9 - Steel resistance for Hilti KWIK HUS-EZ I H carbon steel screw anchor1'2 Nominal Internal anchor thread Tensile' Shear' Shear5 diameter diameter N r V, in. (UNC) lb (kN) lb (kN) Weq lb (kN) 3,370 750 335 1/4 1/4-20 (15.0) (3.3) (1.5) 3,370 725 620 1/4 3/8-16 (15.0) (3.2) (2.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I carbon steel screw anchors are to be considered brittle steel elements. 3 Tensile N, = A N cPs futa R as noted in CSA A23.3-14 Annex D. 4 Shear determined by static shear tests with v, < A ev q 0.6 f R as noted in CSA A23.3-14 Annex D. 5 Seismic shear values determined by seismic shear tests with V < A 4 (ps 0.6 f, R as noted in CSA A23.3-14 Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 323 Mechanical Anchoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 10 - Hilti KWIK HUS-EZ I design information in accordance with CSA A23.3-14 Annex D1 II Design parameter Symbol Units Nominal anchor diameter Ref 1/4 p23314 Anchor O.D. 1/4 d in. (mm) (6.4) Effective embedment2 het in. 1.18 1.92 (mm) (30) (49) Minimum nominal embedment2 Innom in. 1-5/8 2-1/2 (mm) (41) (64) Minimum concrete thickness h,,,1 in. 3-1/4 4-1/8 (mm) (83) (105) Critical edge distance c in. 2.00 2.78 (mm) (51) (71) Minimum spacing at critical edge distance in. 1.5 (mm) (38) Minimum edge distance Cmin in. 1.50 (mm) (38) Minimum anchor spacing at minimum edge distance for s> in. 3.0 (mm) (76) Mininimum hole depth in concrete h in. 2 2-7/80 I I (mm) (51) Minimum specified ultimate strength UI psi 125,000 (N/mm') (862) in 0.045 Effective tensile stress area (mm') (29.0) Steel embed. material resistance factor for reinforcement - 0.85 8.4.3 Resistance modification factor for tension, steel failure modes3 R - 0.70 D.5.3 Resistance modification factor for shear, steel failure modes3 R - 0.65 D.5.3 Factored steel resistance in tension N r lb 3,370 D.6.1.2 (kN) (15.0) lb 750 Factored steel resistance in shear V 0.7.1.2 1/4-20 UNC internal thread (kN) (3.3) lb 335 Factored steel resistance in shear, seismic V,eq (kN) (1.5) lb 725 Factored steel resistance in shear V 0.7.1.2 3/8-16 UNC internal thread (kN) (3.2) lb 620 Factored steel resistance in shear, seismic V eq (kN) (2.8) Coeff. for factored conc. breakout resistance, uncracked concrete kc.uncr - 10 D.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete k cr - 7 D.6.2.2 Modification factor for anchor resistance, tension, uncracked conc.4 - 1.0 0.6.2.6 Anchor category - - 3 1 D.5.3 (c) Concrete material resistance factor c1c - 0.65 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 0.75 1.00 D.5.3 (c) Condition B5 Factored pullout resistance in 20 MPa uncracked concrete6 Npruncr lb 665 1,645 D.6.3.2 (kN) (3.0) (73) Factored pullout resistance in 20 MPa cracked concrete6 Nprcr lb 340 815 D.6.3.2 (kN) (1.5) (3.6) Factored seismic pullout resistance in 20 MPa cracked concrete6 N pr.eq lb 275 815 D.6.3.2 (kN) (1.2) 1 (3.6) _ 1 Design information in this table is taken from ICC-ES ESR-3027, dated December, 2015, tables 2, 3, and 4, and converted for use with GSA A23.3-14 Annex D. 2 See figure 1 of this section. 3 The KWIK HUS-EZ I is considered a brittle steel element as defined by GSA A23.3-14 Annex D section D.2. 4 For all design cases, tcN = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k) or uncracked concrete (k0) must be used. 5 For use with the load combinations of GSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with GSA A23.3-14 section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. 6 For all design cases, qJc'P = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESFI-3027 for additional information. 324 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 11 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure 101 in uncracked concrete' 2,3,4,5 Nominal __________ Tension - N Shear - V = 20 MPa f' = 25 MPa f'c = 30 MPa f' = 40 MPa f' = 20 MPa /',, = 25 MPa f = 30 MPa f' = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 665 710 750 820 805 900 985 1,135 (30) (41) (3.0) (3.2) (3.3) (3.6) 1 / 1.92 2-1/2 1,645 1,840 2,015 2,325 2,225 2,490 2,725 3,145 (49) (64) (7.3) (8.2) (9.0) (10.3) (9.9) (11.1) (12.1) (14.0) Table 12 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure II in cracked concrete 1,2,3,4,5 Nominal Tension - N Shear - V ___________ f' = 20 MPa f = 25 MPa f'c = 30 MPa f' = 40 MPa __________ f' = 20 MPa f' = 25 MPa f' = 30 MPa f' = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 340 360 385 415 565 630 690 795 1 / 1.92 2-1/2 815 915 1,000 1,155 1,560 1,740 1,910 2,205 (49) (64) (3.6) (4.1) (4.4) (5.1) (6.9) (7.7) (8.5) (9.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted, 3 Apply spacing, edge distance, and concrete thickness factors in tables 5 to 6 as necessary. Compare to the steel values in table 9. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A = 0.68; for all-lightweight, ) = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.75 See section 3.1.8.7 for additional information on seismic applications. - - - ._ _._.__ _____________________'L _ - Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en españoi 1-800-879-5000 1 Huh (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 325 Mechanical Anchoring Systems 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 13 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' '2'3'4'5'6'7 N Installation in lower flute Installation in upper flute Nominal Nominal intern Nominal Tension - N, Shear - V, Tension - N, Shear - Vr anchor thread embed. f' = 20 MPa f = 30 MPa f' = 20 MPa f, = 30 MPa = 20 MPa f' = 30 MPa f' = 20 MPa f' = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 585 660 720 810 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 585 660 720 810 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' 2,3,4,5,6,7,8 II Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - N ___________ r Shear - V ___________ ___________ Tension - N ___________ ___________ Shear - V ___________ ___________ anchor thread embed. f', = 20 MPa f', = 30 MPa f' = 20 MPa f = 30 MPa f'c = 20 MPa f = 30 MPa I,, = 20 MPa f', = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm) kN kN - kN kN kN kN kN kN 1-5/8 300 340 365 415 1/4-20 (41) (1.3) (1.5) 475 475 (1,6) (1.8) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1-5/8 300 340 365 415 3/8-16 (41) (1.3) (1.5) 565 565 (1.6) (1.8) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1 See Section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h, (nominal embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncrscked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0WCCC = 0.75. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic conditions: For the 1/4x1 -5/8 anchor - = 0.45 For the 1/4x2-1/2 anchor - 0.85 See Section 3.1.8.7 for additional information on seismic applications. 33.7.3.3 Allowable stress design for FM sprinkler systems Table 15 - Hilti KWIK HUS-EZ I (KH-EZ) tested load values for FM approval for automatic sprinkler systems' FM maximum Nominal embedment FM tension test load pipe diameter Hanger rod size in. lb in. 3/8-16 UNC 1-5/8 1,475 4 2-1/2 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951, 1952 and 1953. 326 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hiiti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti,ca I Anchor Fastening Technical Guide 2016 Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 33.7 Table 16 - Hilti KWIK HUS-EZ I (KH-EZ I) allowable stress desian values for installations into hollow core concrete Danels1'2 Hanger rod size Min. effective embedment h in. Allowable load' Ultimate load Tension lb Shear lb45 Tension lb Shear lb45 1/4-20 UNC 1-3/8 455 485 1,810 1,930 3/8-16 UNC 755 3,025 1 The admissible anchor location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the cable with the hollow core plank supplier to confirm admissible anchor location. 2 Minimum compressive strength of prestressed concrete is 7,000 psi. Published ultimate loads represent the average results conducted in local base materials. Due to variations in materials and dimensionl configurations, on-site testing is required to determine the actual performance. 3 Allowable loads calculated with a factor of safety of 4 4 The bottom of the shear plane adjacent to the top of the coupler. 5 Shear values controlled by the steel strength of the screws used to fasten the shear fixture to the KH EZ-I Screw Anchor. The minimum tensile strength of the screw was 125 ksi. Shear design values should consider the screw or threaded rod steel strength. Figure 3 - Installation of Hilti KWIK HUS—EZ I (KH-EZ I) in hollow core concrete LIIl 3.3.7.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.us.hilti.com (US) and www.hilti.ca (Canada). Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.3.7.5 Ordering information' Internal thread Internal thread Hole Minimum Description diameter length diameter embedment - Qty/ box KH-EZ 1/4x1-5/8 11/4 1/4 3/8 1/4 -- 1-5/8 - 100 KH-EZ 1/4x2-1/211/4 1/4 3/8 1/4 - 2-1/2 100 KH-EZ 1/4x1-5/8 13/8 - 3/8 7/16 1/4 1-5/8 - 100 KH-EZ 1/4x2-1/213/8 3/8 7/16 1/4 2-1/2 100 1 All dimensions in inches. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5600 1 Hilti (canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 327 KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.1 KWIK Bolt TZ product description The KWIK Bolt 17 (KB-TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel, type 304 and type 316 stainless steel versions. The anchor diameters range from 3/8-, 1/2-, 5/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide specifications Torque controlled expansion anchors shall be KWIK Bolt 17 (KB-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, type 4 The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti KWIK Bolt TZ. Anchors are manufactured to meet one of the following conditions: The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut and washer conform to type 304. Stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut, washer, and expansion sleeve conform to type 316 stainless steel. Product features Product and length identification marks facilitate quality control after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. Type 316 stainless steel wedges provide superior performance in cracked concrete. Ridges on expansion wedges provide increased reliability. Mechanical expansion allows immediate load application. Raised impact section (dog point) prevents thread damage during installation. Bolt meets ductility requirements of ACI 318 Section Dl. ACI 349-01 Nuclear Design Guide is available. Call Hilti Technical Support. 3.3.5.1 Product description 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation instructions 3.3.5.5 Ordering information Impact section Nut Washer - Red mark Anchor. thread Anchor - body Stainless steel expansion - sleeve (wedges) Expansion - cone Listinas/Anorovals ICC-ES (International Code Council) ESR-191 7 City of Los Angeles Research Report No. 25701 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 UL LLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 FM c @us Independent code evaluation IBC/ IRC® 2012 IBC®/IRC®2009 IBC®/ IRC®2006 3.3.5 Hilti, Inc. (US) 1-800-879-8000 1 www.ua.hilti.com I en español 1 -8OO-87950O0 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hfltLca I Anchor Fastening Technical Guide 2014 211 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.2 Material specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (lb) Tension (lb) 3/8 NA 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 1 17,535 1 25,853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from type 316 stainless steel Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (Ib) Tension (lb) 3/8 .5,058 6,519 1/2 8,543 12,364 5/8 13,938 19,109 3/4 22,481 24,729 All nuts and washers are made from type 304 or Woe 316 stainless steel resoectivelv. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI 1318.22.1, Type A, plain. Expansion sleeve (wedaes) are made from type 316 stainless steel. 1 Bolt fracture loads are determined by testing in a universal tensile machine for quality control at the manufacturing facility. These loads are not intended for design purposes. See tables 4 and 16 for the steel design strengths of carbon steel and stainless steel, respectively. 3.3.5.3 Technical data The technical data contained in this section are Hi!ti Simplified Design Tables. The load values were developed using the Strength Design parameters and variables of ESR-i 917 and the equations within ACI 318-11 Appendix ft For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.7. Data tables from ESR-1917 are not contained in this section, but can be found at www.icc-es.org or at www.us.hilti.com. 212 HiS, Inc. (US) 1-800-879-8000 1 w.us.hIIthcom I en español 1-800-879-5000 1 Huh (Canada) Corp. 1-800-383-4458 I www.hlltl.ca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 33.5 Table I - KWIK Bolt TZ specifications Setting - Nominal anchor diameter d0 Information Symbol Units 3/8 1/2 5/8 3/4 Nominal bit diameter d, in. 3/8 1/2 5/8 314 - Minimum nominal h in. 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-9/16 embedment . "°" (mm) (59) (60) (91) (91) (113) (110) (142) Effective minimum h in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment 0 (mm) (51) (51) (83) (79) (102) (95) (121) Mm. hole depth h. in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Mm. thickness of fixture' t in. 1/8 1/8 n/a 1/8 n/a 1/8 n/a (3) (3) (3) (3) Max. thickness of fixture - in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 " (mm) (57) (101) (70) (1 43) (121) (117) (92) Installation torque T. ft-lb 25 40 60 110 (Nm) (34) (54) (81) (149) Fixture hole diameter - d in. 7/16 9/16 11/16 13/16 (mm) (11.1) (14.3) (17.5) (20.6) Available anchor lengths 1 in. 3 3-3/4 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8-1/2 10 5-1/2 8 10 (76) (95) (127) (95) (114) (121) (152) (216) (254) __________ (140) (203) (254) (mm) Threaded length in. 7/8 1-5/8 2-7/8 1-5/8 2-3/8 g(140)(178) 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 4 6 including dog point ' (mm) (22) (41) (73) (41) (60) (178) (38) (70) (133) (171) (38) (102) (152) Unthreaded le ngth - 0fltlV in. 2-118 2-1/8 3-1/4 - 4 (mm) (54) (54) (83) (102) 1 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt TZ anchors are installed at this embedment, the anchor threading ends near the surface of the concrete. If the fixture is sufficiently thin, it could be possible to run the nut to the bottom of the threading during application of the installation torque. If fixtures are thin, it is recommended that embedment be increased accordingly. Figure 1 - KWIK Bolt TZ specifications ea Hilti, inc. (US) 1-800-e79-8000 1 www.us.hilti.com I en españoi 1-800-879,5000 1 Huh (Canada) Corp. 1-e00-363-4458 1 www.hliti.ca I Anchor Fastening Technical Guide 2014 213 3.3.5 KWIK Bolt TZ Expansion Anchor Table 2 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in uncracked concrete'.2,3.4 Tension -414,, Shear. 4V Nominal Effective Nominal anchor embed, embed. f' 2500 psi f' = 3000 psi f' 4000 psi f' = 6000 psi f' 2500 psi f' 3000 psi J' = 4000 psi f' 6000 psi diameter in. (mm) In. (mm) lb (kN) lb (1(N) lb (kN)" lb (kN) lb (kN) lb (1(N) lb (kN) lb (1(N) 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 3/8 (51) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 1 2 (51) (9.8) (10.7) (12.4) (15,2) (10.6) (11.6) (13.4) (16.4) / 3-1/4 35/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250 (83) (91) (15.9) (17.5) (20.2) (24.7) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4.720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 4-7/16 5,945 6,510 7,520 9,210 13,440 14,725 17,000 20,820 (102) (113) (26.4) (20) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 (95) (110) (23.9) 26.2) 30.3) (37.1) (54.3) (59.5) (68.6) (84.1) 3/ 43/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) (30.9) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9) Table 3 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concrete' Z14.5 Tension - Shear - cpVn Nominal Effective Nominal anchor embed embed 1 2500 psi I = 3000 psi 1 4000 psi I = 6000 psi 1 2500 psi 1 3000 psi I = 4000 psi I = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,475 1,615 1,865 2,285 1,685 1,845 2,130 2,605 3/8 (51) (6.6) (7.2) (8.3) (10.2) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2130 2,605 1/2 2 (51) (7.0) (7.6) (8.8) (10.8) (7.5) , (8.2) (9.5) (11.6) / 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800 (83) (91) (14.2) (15.6) (18.0) (22.0) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) /4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) 1 (54.8) (60.0) (69.3) (84.9) 1 See section 3.1.7.3 to convert design strength value to ASO value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing edge distance and concrete thickness factors in tables 6 to 11 as necessary. Compare to the steel values in table 4 The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows for sand-lightweight, A = 0.68: for all-lightweight, A 0.60 5 Tabular values are for static loads only. For seismic loads multiply cracked concrete tabular values by a,,, = 0.75. See section 3.1.7.4 for additional information on seismic applications. 214 Huh, Inc. (US) 1-800-8794000 1 www.us.hllti.com I en espaiiôl 1400-879-000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hiitLca i Anchor Fastening Technical Guide 2014 Anchors not permitted in shaded area Case 2 Case 1 Concrete Edge (Sm151 - S152) 'N (c - c 52) + - c 02) Sd.g,, ME edge distance c For a specific edge distance, the permitted spacing is calculated as follows: KWIK Bolt TZ Expansion Anchor 33.5 Table 4 - Steel strength for Hilti KWIK Bolt TZ carbon steel anchors 1.2 Nominal anchor Tensil& 4)N Shear4 4)V, Seismic shears 4)V, diameter lb (kN) lb (kN) lb (kN) 4,675 2,335 1,465 3/8 (21.7) (10.4) (6.5) 8,030 3,570 3,570 1/2 (35.7) (15.9) (15.9) 12,88O 5,260 4,940 5/8 (57.3) (23.4) (22.0) 18,840 8,890 7,635 3/4 (83.8) (39.5) (34.0) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Hilti KWIK Bolt 17 carbon steel anchors are to be considered ductile steel elements. 3 Tensile 4)F = 4) A N f I. as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with (PV, < 4) 0.60 A,05 f., as noted in ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with iPV. <4)0.60 A,05 as noted in ACI 318 Appendix D. See section 3.1.7.4 for additional information on seismic applications. Figure 2 Table 5 - KWIK Bolt TZ carbon steel installation parameters' Setting - Nominal anchor diameter d0 3/8 1/2 5/8 3/4 - information Symbol Units Effective minimum h in. 2 2 3-1/4 3-1/6 4 3.3/4 43/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) Mm. member thickness h,,,, in. 4 5 4 6 6 8 5 6 8 1 6 8 8 m (102) (127) (102) 1 (152) (152) 1 (203) (127) (152) (203) (152) (203) (203) in. 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 C'Nfl (mm) (64) (70) (60) (92) (83) (121) (105) asel for in. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-7/8 (mm) (127) (146) (146) (15 6) (149) (267) in. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 Case 2 c,fl,,2 (mm) (92) (105) (89) (121) (108) (241) (197) for in. 2-1/2 2-3/4 2-3/8 3-1/2 3 5 4 (mm) (64) (70) (60) _.2L (76) (127) .fl9.L. 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c. where c,,,,\, <c < c1,2, will determine the permissible spacings. Huh, Inc. (US) 1-800-879-8000 1 www.us.hdti.càm I an español 1.800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hiltLcá I MchOr Fastening Technical Guide 2014 215 33.5 KWIK Bolt TZ Expansion Anchor Table 6 - Load adjustment factors for 3/8-In, diameter carbon steel KWIK Bolt TZ in uncracked concrete Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in faôtor J.. Toward factor in 3/8-in. KB-TZ CS in tension tension in shear3 edge II To edge shear4 uncracked concrete IAN fRN lAy fRy IRV IHV Effective in. 2 2 2 2 2 2 embed. het (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) 2-1/2 (64) 0.71 0.60 0.60 0.49 0.60 n/a 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a 3-5/8 (92) 0.80 0.83 0.65 0.85 085 n/a E 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 5-1/2 (140). 0.96 0.73 0.95 CD 2 6 (152) 1.00 0.75 . 1.00 7 (178) 0.79 _8 (203) 0.83 _9 (229) 0.87 10 (254) 0.91 CO 11 (279) 0.95Q. 12 (305) 1.00 Table 7 - Load adjustment factors for 3/8-In, diameter carbon steel KWIK Bolt TZ In cracked concret& Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor .L Toward factor in 3/8-in. KB-TZ CS in tension tension in shear3 edge II To edge shear4 cracked concrete - Jr.f f, .f .- f - Effective in. 2 2 2 2 2 2 embed. h0 (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h,. (mm) (59) (59) (59) (59) (59) (59) 2-1/2 (64) 0.71 0.87 0.60 0.49 0.87 n/a ID 3 (76) . 0.75 1.00 0.62 065 . 100 n/a 3-1/2 (89) 0.79. 1.00 0.65 0.82 1.00 n/a 3-5/8 (92) 0.80 1.00 0.65 0.86 1.00 n/a 4 (102) 0.83 0.67 1.00 0.82 - 4-1/2 (114) 0.88 6.69 1.00 0.87 5 (127) 0.92 . 0.71 0.91 5-1/2 (140) 0.96 0.73 0.96 6 (152) 1.00 0.75 1.00 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.92 11 (279) 0.96CL 12 (305) 1.00 1 Linear interpolation rot permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corder with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, fAV' assumes an influence of a nearby edge. If no edge exists, then JAN f. 4 Concrete thickness reduction factor in shear, f, assumes an Influence of a nearby edge. If no edge exists, then fRy= 1.0. 1 If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (Or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 216 -lilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-6000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 8- Load adjustment factors for 1/2-in, diameter carbon steel KWIK Bolt TZ in uncracked concrete12 1/2-in. KB-TZ CS uncracked concrete Spacing factor in tension Edge distance factor in tension f 11 Spacing fèctor in shear' ISV Edge distance in shear Conc. thickness factor in shear' i toward edge II to edge ISV Effective in. embed. h 1 (rhm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 (60) n/a 0.62 n/a 0.41 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1(2 (64) n/a 0.63 n/a 0.42 n/a 0.55 n/a 0.14 n/a 0.28 n/a n/a 2.3/4 (70) 0.73 0.64 051 0.44 0.62 0.55 0.51 0.16 0.51 0.33 n/a n/a 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 • 0.19 0.55 0.37 n/a n/a VU 3-1/2 (89) 0.79 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102) 0.83 071 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a O 4.1/8 (105) 0.84 0.71 0.75 0.57 0.68 0.57 0.75 0.30 0.75 0.57 0.85 n/a -r E 4-1/2 (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a . 5-1/2 (140) .0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a 5-3/4 (146) 0.98 0.79 0.77 0.75 0.60 0.49 0.77 1.00 n/a 6 ' 8 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 0.66 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 C-D . - (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 - (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.89 ca 12 (305) ______ ______ _______ _______ 1.00 0.72 0.93 Cl) 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 - >20.... (508) 0.86 Table 9 - Load adjustment factors for 1/2-In, diameter carbon steel KWIK Bolt TZ in cracked concreteta 1/2-in. KB-TZ CS cracked concrete Spacing factor in tension Edge distance factor in tension I RN Spacing factor in shear" lAy Edge distance in shear Conc. thickness factor in shear' ISV I toward edge 154 11to edge 154 Effective in. embed. hei (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h,. (mm) 2-3/8 (60) 3-5/8 2-3/8 3-5/8 92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) n/a 0.62 n/a 0.54 n/a 0.13 n/a 0.26 n/a na 2-1/2 (64) n/a 0.63 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2.3/4 (70) 0.73 0.64 (92)J n/aOE.6.3 0.62 0.55 0.62 0.16 0.93 0.33 n/a n/a 3 (76) 0.75 0.65 0.63 0.55 0.71 0.19 1.00 0.38 n/a n/a 3-1(2 (89) 0.79 0.68 0.65 0.56 0.89 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 ..86 0.68 1 0.57 tOO 0.29 1.00 0.58 0.84 n/a 4-1/8 (105) 0.84 0.71 1.00 0.88 0.68 0.58 1.00 0.30 1.00 0.61 0.85 n/a -m E 4.1(2 (114) 0.88 0.73 0.94 0.70 0.58 0.34 0.69 0.89 n/a 5 (127) 0.92 0.76 1.00 0.72 059 0.40 0.81 0.94 n/a . 5-1/2 (140) 0.96 0.78 0.74 0.60 0.47 0.93 0.98 n/a ,... 5-3/4 (146) 0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a - (152) 1.00 0.81 0.76 0.61 0.53 1.00 0.66 ( 7 (178) 0.86 0.81 0.63 0.67 0.71 . - (203) 0.91 0.85 0.65 0.82 0.76 (229) 0.96 0.90 0.66 0.98 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.90 CL 12 (305) 1.00 0.72 0.94 CO 14 (356) 0.76 1.00 16 (406) 0.79 18 (457) 1 0.83 - >20 (508) 0.86 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative To Optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, 'AS' assumes an influence of a nearby edge. If no edge exists, then fAl ' f. 4 Concrete thickness reduction factor in shear, f, assumes an Influence of a nearby edge. If no edge exists, then f = 1.0. ( If a reduction factor value Is In a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table S and figure 2 of this section to calculate permissabie edge distance, spacing and concrete thickness combinations. Hiiti, Inc. (US) 1-800-879-8000 1 www.us.hittl.com I en espaftol 1-800-879-5000 1 Hiiti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2014 217 335 3.3.5 kWIK Bolt TZ Expansion Anchor Table 10 - Load adjustment factors for 5/8-In, diameter carbon steel KWlK Bolt 17 in uncracked concreteU 5/8-in. KB-TZ CS uncracked concrete Spacing factor in tension fl.11 Edge distance factor in tension 'RN Spacing factor in shear3 JAy Edge distance in shear Conc. thickness factor in shear' fRy I toward edge INC______ 11to edge INC______ Effective in. embed, h (mm) 31/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. h,m (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 1 (90) 4-7/16 (113) 3-9/16 1 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.46 n/a 0.55 n/a 0.17 n/a 0.34 n/a n/a 3-1/2 (89) 0.69 0.65 n/a 0.48 0.57, 0.56 n/a 0.19 n/a 0.38 n/a n/a ra 3-518 (92) 0.69 0.65 0.60 0.48 0.57 0.56 0.28 0.20 0.56 0.40 n/a n/a 4 (102) 0.71 0.67 0.64 0.51 0.58 0.56 0.32 0.23 0.64 0.47 n/a n/a g 4-1/4 (108) 0.73 0.68 0.67 0.53 0.58 0.57 0.35 0.26 0.67 0.51 rVa n/a 4-1/2 (114) 0.74 0.69 0.70 0.56 0.59 0.57 0.38 0.28 0.70 0.56 n/a n/a E 4-3/4 (121) 0,75 0.70 0.73 0.58 0.59 0.58 0.42 0.30 0.73 0.58 n/a n/a 5 (127) 0.77 0.71 0.77 0.60 0.60 0.58 0.45 0.33 0.77 0.60 0.63 n/a . 5-1/2 (140) 0.79 0.73 0.85 0.64 0.61 0.59 0.52 0.38 0.85 0.64 0.66 n/a L. 5-7/8 (149) 0.81 0.74 0.90 0.67 0.62 0.59 0.57 0.42 0.90 0.67 0.68 n/a "6 'ç 6 (152) 0.82 0.75 0.92 0.69 0.62 0.59 0.59 0.43 0.92 0.69 0.69 0.62 Cn j 6-1/8 (156) 0.83 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 . 8 (203) 0.93 0.83 1.00 0.91 0.66 0.63 0.91 0.66 1.00 0.91 0.79 0.71 10 (254) 1.00 0.92 1.00 0.70 0.66 1,00 0.92 1.00 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.77 0,72 1.00 0.94 CO CL 16 (406) 0.81 0.75 1.00 to 18 (457) 0.85 0.78 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - 124 (610) . 0.97 0.88 Table 11 - Load adjustment factors for 5/8-in, diameter carbon steel KWIK Bolt 17 in cracked concrete 5/8-in. KB-TZ CS cracked concrete Spacing factor in tension f______ Edge distance factor in tension Spacing factor in shear' lAy Edge distance in shear Conc. thickness factor in shear' INC_____ I toward edge fRV 11to edge l,______ Effective in. embed. h0f (mm) 3-1/8 (79) 4. (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. h,.,,,,, (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 4-7/16 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a ' n/a n/a n/a n/a n/a n/a n/a n/a 3.1/4 (83) n/a 0.64 n/a 0.66 (90) P0.56 n/a n/a 0.17 n/a 0.35 n/a n/a 3-1/2 (89) 0.69 0.65 ' n/a 0.69 0.57 n/a .0.19 n/a 0.39 n/a n/a 3-5/8 (92) 0.69 0.65 0.83 . 0.71 0.57 0.28 0.20 0.56 0.41 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.33 0.24 0.65 0.47 n/a n/a 4-1/4 (108) 0.73 0.68 0.93 0.78 0.58. 0.57 0.36 0.26 ' 0.71 0.52 n/a n/a 0 4.1/2 (114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a 4.3/4 (121) 0.75 0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.61 n/a n/a 5 (127) 0.77 0.71 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a C 5./2 (140) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a 5.7/8 (149) 0.81 0.74 0.98 0.62 0.59 0.58 0.42 0.84 0.68 n/a 6 ' 6 (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 6-1/8 (156) 0.83 0.76 0.62 0.60 0.62 0.45 0.89 0.69 0.62 . 8 (203) 0.93 0.83 0.66 0.63 0.92 0.67 1.00 .0.79 0.71 z 10 (254) 1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.78 0.72 1.00 0.94 CL 16 (406) 0.82 0.75 1.00 Cd) 18 (457) 0.85 0.79 _______ 20 (508) 0.89 0.82 _______ 22 (559) 0.93 0.85 1 - >24 (610) 0.97 0.88 1 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, 'AC' assumes an Influence of a nearby edge. If no edge exists, then Jr., = f. 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f 1.0. II If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate perniissable edge distance, spacing and concrete thickness combinations. 218 Hllti, Inc. (US) 1-800-879.8000 1 www.us.hiltl.com I en espsnol 1-800-879-5000 1 Hull (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 12 - Load adjustment factors for 3/4-in, diameter carbon steel KWIK Bolt TZ in uncracked concret&' 3/4-in. KB-TZ CS uncracked concrete Spacing factor in tension 'AN Edge distance factor in tension INN______ Spacing factor in shear' fAA Edge distance in shear Conc. thickness factor in shear4 fRy______ j. toward edge fRy II to edge fRy Effective in. embed. hAt (mm) 3-3/4 (95) 43/4 (121) 3.3/4 (95) 43/4 (121) 3.3/4 (95) 4.3/4 (121) 3-3/4 (95) 43/4 (121) 3.3/4 (95) 43/4 (121) 33/4 (95) 43/4 (121) Nominal in. embed. h (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 1 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 1 (110) 5-9/16 (141) 4-5/16 1 (110) 5-9/16 (142) 4 (102) n/a 0.64 n/a n/a n/a 0.56 n/a ri/a n/a n/a n/a n/a 4-1/8 (105) n/a 0.64 n/a 0.55 n/a 0.56 n/a 0.21 n/a 0.41 n/a n/a 4.1/2 (114) n/a 0.66 n/a 0.57 n/a 0.56 n/a 0.24 n/a 0i47 n/a n/a 4-3/4 (121) n/a 0.67 0.49 0.59 n/a 0.57 0.35 0.26 0.49 0.51 n/a n/a 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 5-1/2 (140) 0.74 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a ff 6 (152) 0.77 0.71 0.60 0.69 0.60 0.58 0.49 0.36 0.60 0.69 0.65 n/a E 7 (178) 0.81 0.75 0.70 0.78 0.62 0.60 .0.62 0.46 0.70 0.78 0.70 n/a 7-3/4 (197) 0.84 0.77 0.78 0.86 0.63 0.61 0.72 0.53 0.78 0.86 0.73 n/a ca 8 (203) 0,86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 8-7/8 (225) 0.89 0.81 0.89 0.99 0.65 0.63 0.89 0.65 0.89 0.99 0.78 0.71 CD 00 9-1,2 (241) 0.92 0.83 0.95 1.00 0.66 0.63 0.98 0.72 0.98 1.00 0.81 0.73 - 10 (254) .0.94 0.85 1.00 0.87 0.64 1.00 0.78 1.00 0.83 0.75 10-1/2 (267) 0.97 0.87 0.68 0.65 0.84 0.85 0.77 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 0.82 ' 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) 1.00 0.78 0.73 1.00 0.95 Q. 18 (457) ______ ______ ______ ______ 0,81 0.75 _______ _______ ______ ______ ______ 1.00 20 (508) 0.85 0.78 22 (559) 0.88 0.81 - >24 (610) 0.92 0.84 Table 13- Load adjustment factors for 3/4-In, diameter carbon steel KWIK Bolt TZ in cracked concret&' 3/4-in. KB-TZ CS cracked concrete Spacing factor in tension f______ Edge distance factor in tension fFIN JAy Spacing factor in shear' Edge distance in shear Conc. thickness factor in shear' f_____ I toward edge f,_____ II to edge f_____ Effective in, embed. h, (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 1 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5116 1 (110) 5-9/16 (142) 4 (102) n/a 0.64 n/a n/a n/a 0.56 n/a n/a n/a n/a I n/a n/a 4.1/8 (105) n/a 0.64 n/a 0.69 n/a 0.56 n/a 021 n/a 0.42 n/a n/a 4-1/2 (114) n/a 0.66 n/a 0.73 n/a 0.56 n/a 0.24 n/a 0.48 n/a n/a -9j 4.3/4 (121) n/a 0.67 0.88 0.75 n/a 0.57 0.35 0.26 0.70 0.52 n/a n/a 5 (127) 0.72 0.68 0.91 0.77 0.59 0.57 0.38 0.28 0.76 0.56 n/a n/a 80 5-1/2 (140) 0.74 0.69 0.98 0.83 0.60 .0.58 0.44 0.32 0.87 064 n/a n/a 6 (152) 0.77 0.71 1.00 0.88 0.60 0.59 0.50 0.37 1.00 0.73 0.65 n/a .2 E 7 (178) 0.81 0.75 .1.00 0.99 0.62 0.60 0.63 0.46 1.00 0.92 0.70 n/a 7.3/4 (197) 0.84 0.77 1.00 1.00 0.64 0.61 0.73 0.54 1.00 1.00 0.74 n/a 8 (203) 0.86 0.78 1.00 0.64 0.61 .077 0.56 1.00 0.75 0.67. 8-7/8 (225) 0.89 0.81 1.00 0.65 0.63 0.90 0.66 1.00 0.79 0.71 9-1/2 (241) 0.92 0.83 1.00 0.67 0.64 0.99 0.73 1.00 0.81 0.74 - 10 (254) 0.94 .0.85 0.67 0.64 1.00 0.79 0.84 0.75 10-1,2 (267) 0.97 0.87 0.68 0.65 0.85 0.86 0.77 S 12 (305) 1.00 0.92 0.71 0.67 1.00 0.92 0.83 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) 1.00 0.78 0.73 1.00 0.95 CO 18 (457) 0.81 0.76 1.00 20 (508) 0.85 0.78. 22 (559) 0.88 0.81 -. >24 (610) 0.92 1 0.84 1 Linear Interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, fv, assumes an influence of a nearby edge. If no edge exists, then fAv = f m. 4 Concrete thickness reduction factor In shear, f, assumes an influence of a nearby edge. If no edge exists, then f = 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hitti Inc (US) 1-800-879-8000 1 www.us.hitti.com I en espaaol 1-800-879-5000 1 Hilti (Canada) Corp 1-800-363-4458 I www hilti Ca I Anchor Fastening Technical Guide 2014 219 3.3.5 KWIK Bolt TZ Expansion Anchor Table 14 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure in uncracked concrete' .43.4 Tension - ipN Shear -qV Nominal Effective Nominal anchor embed embed I = 2500 psi I 3000 psi 1 4000 psi 1 6000 psi fc =,2500 psi I = 3000 psi I = 4000 psi I = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (N) lb (kN) lb (kN) 2 2-5/16 1,710 1,875 2,160 2,650 2,375 2,605 3,005 3,680 3/8 (51) (7.6) (8.3) (9.6) (11.8) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 1,865 2,045 2,360 2,890 2,375 2,605 3,005 3,680 (51) (8.3) (9.1) (10.5) (12.9) (10.6) (11.6) (13.4) (16.4) 1/2 / 3-1/4 3-5/8 3,745 4,100 4,735 5,800 9,845 10,785 12,450 15,250 (83) (91) (16.7) (18.2) (21.1) (25.8) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) / 4 4-7/16 6,240 6,835 7,895 9,665 13,440 14,725 17,000 20,820 (102) (113) (27.8) (30.4) (35.1) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 7,825 8,575 9,900 12,125 17,390 19,050 22,000 26,945 (121) (142) (34.8) (38.1) (44.0) (53.9) (77.4) (84.7) (97.9) 1 (119.9) Table 15 - Hilt! KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure In cracked concrete 4'5 Tension - 4N Shear -cpV Nominal Effective Nominal anchor embed. embed. f c = 2500 psi f' = 3000 psi f', = 4000 psi P. = 6000 psi I' = 2500 psi I' = 3000 Ps f' = 4000 psi IC = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,520 11,665 1,925 2,355 1,685 1,845 2,130 2,605 3/8 (51) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 1 /2 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6,575 7,200 8,315 10,185 (79) (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 / 4 4-7/16 3,795 4,160 4,800 5,880 9,520 10,430 12,040 14,750 - (102) (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 3 /4 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 - (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.7.3 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted Apply spacing edge distance and concrete thickness factors in tables 18 to 25 as necessary. Compare to the steel values in table 16 The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A. as follows: for sand-lightweight, A. = 0.68; for all-lightweight, A0 = 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a = 0.75. See section 3.1.7.4 for additional information on seismic applications. 220 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hitti.com i an espanoi 1-800-87950Q0 I Hitti (Canada) Cop. 1-800-363-4458 1 www.hiiti.ca I Anchor Fastening Technical Guide 2014 Anchors not permitted In shaded area Case 2 ,11 TCase 1 Concrete Edge KWIK Bolt TZ Expansion Anchor 3.3.5 Table 16 - Steel strength for Hilt! KWIK Bolt TZ stainless steel anchors12 Nominal anchor Tensile' 4)N, Shear4 4)V, Seismic shear5 4)V diameter lb (kN) lb (kN) lb (kN) 3/8 4,475 3,070 1,835 (19.9) (13.7) (8.2) 8,665 4,470 4,470 1/2 (38.5) (19.9) (19.9) 13,410 6,415 6,080 5/8 (59.7) (28.5) (27.0) 18,040 10,210 8,380 3/4 (80.2) (45.4) (37.3) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Hilti KWIK Bolt 17 stainless steel anchors are to be considered ductile steel elements. 3 Tensile 4N, = 4) A, f., as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with <4)0.60 A 5 f,,, as noted in ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 4) < 4) 0.60 A.,Y f as noted in ACI 318 Appendix D. See section 3.1.7.4 for additional information on seismic applications. Figure 3 For a specific edge distance, the permitted spacing is calculated as follows: CL 5 im n,in2 + : rTgn 1 _ m — Sin2) (c - Cm 52) . . c,, at s,, mini min,2 CO S - C,= at s,,n,2 edge distance c Table 17 - Stainless steel KWIK Bolt TZ Installation parameters' Setting Nominal anchor diameter d4 3/8 1/2 5/8 - 3/4 information Symbol Units Effective minimum h0, in. 2 2 3.1/4 3.1/8 4 3.3/4 I embedment' (mm) (51) (51) (83) JL (102) (95) I (121) Mm. member thickness h,,4 in. I 415 416 618 I 5 618 I 61 8 (mm) (102) I (127) (102) I (152) (152) I (203) (127) (152) I (203) (152) I (203) In. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Case c4,, (mm) (64) (73) (54) JL (60) (108) (102) for in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) 1 (127) (146) (133) (140) (140) (254) (216) In. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 Case cn=.2 (mm) (89) (114) (83) (105) (108) (241) 1 (178) for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 (mm) (57) 1 (73) 1 (51) 1 (70) 1 (60) (127) (102) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c, where c,,,,, <c < c,,402, will determine the permissible spacings. Huh. Inc. (U5) 1-800-879-8000 1 www.us.hiltLcom I en español 1-800-879-50.00 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hulti.ca I Anchor Fastening Technical Guide 2014 221 33.5 KWIK Bolt TZ Expansion Anchor Table 18 - Load adjustment factors for 3/8-in, diameter stainless steel KWIK Bolt TZ in uncracked concrete-' Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor i toward factor in 3/8-in. KB-TZ SS in tension tension in shear3 edge 11to edge shear4 uncracked concrete fAN f Jr. I R/ fV I NV Effective in. 2 2 2 2 2 2 embed. h (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 2-1/2 (64) 0,71 0.60 0.60 0.49 0.60 n/a 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 (114) 0.88 1.00 0.69. 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 An 5-1/2 (140) 0.96 0.73 0.95 (152) 1.00 0.75 1.00 7 (178) 0.79 _8 (203) 0.83 9 (229) 0.87 . 10 (254) 0.91 co 11 (279) 0.95OL U) _•___ 1 12 (305) 1.00 Table 19 - Load Adjustment Factors for 3/8-in. Diameter Stainless Steel KWIK Bolt TZ In Cracked Concrete12 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor 1.-toward factor in 3/8-in. KB-TZ SS in tension tension in shear-3 edge II to edge shear4 cracked concrete Jr. /AN I NV Jr. fRy I HV Effective in. 2 2 2 2 2 . 2 embed. h0, (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h,., (mm) (59) (59) (59) (59) (59) (59) 2-1/4 (57) 0.69 n/a - 0.59 n/a n/a n/a 2-1/2 (64) 0.71 0.87 . 0.60 0.49 0:87 - n/a 3 (76) 0.75 ' .1.00 0.62 -0.65 -1.00 n/a 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 n/a 4 (102) 0.83 - 0.67 1.00 0.82 4-1/2 (114) 0.88 0.69 0.87 5 (127) 0.92 0.71 0.91 5-1/2 (140) 0.96 0.73 0.96 ) 6 (152) 1.00 0.75 1.00 , 7 (178) 0.79 , _8 (203) 0.83 9 (229) 0.87 . 10(254) 0.92 11(279) 0.96 C/) 12(305) 1.00 1 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACt 318 Appendix D. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. It no edge exists, then = f. 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f. = 1.0. If a reduction factor value Is In a shaded cell, this Indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 222 Hilti, Inc (US) 1-800-879-8000 1 www.us.hitti.com I en espanol 1 -8'00-879-5000 1 Hilti (Canada) Corp 1-800-36 3 4458 1 www htlti ca I Anchor Fastening Technical Guide 2014 Mechanical Anchoring Systems KWIKBolt TZExpansionWAnchor Table 20 - Load adjustment factors for 1/2-in, diameter stainless steel KWIK Bolt TZ in uncräcked concret& 1/2-in. KB-TZ SS uncracked concrete Spacing factor in tension Edge distance factor in tension fRN Spacing factor in shears lAy Edge distance in shear Conc. thickness factor in shear4 ISV I toward edge 'RV (Ito edge ISV Effective in. embed. h, (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h,,, (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 2-3/8 ) 3-5/8 (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a 2-1/8 (54) n/a 0.61 n/a 0.39 n/a 0.54 n/a 0.11 n/a (92) Pn 022 n/a 2-7/8 (73) 0.74 0.65 0.53 0.45 0.63 0.55 0.53 0.17 0.53 0.35 n/a 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a 3-1/4 (83) 0.77 0.67 0.59 0.49 0.64 0.56 0.59 0.21 0.59 0.42 a n/a C 3-1/2 (89) 0.79 0.68 0.64 0.51 0.65 0.56 0.64 0.23 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 1 0.73 0.56 0.84 n/a E 4-1/2 (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 n/a 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a . 5-1/4 (133) 0.94 0.77 0.95 0.70 0.73 0.60 0.95 0.43 0.95 0.70 0.96 n/a . 5-1/2 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 n/a 5 6 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 1.00 0.66 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 . - 8 (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 J3 9- (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 11 (279) 0.98 0.70 0.89 12 (305) ______ ______ ______ ______ 1.00 0.72 _______ ______ 0.93 C/) 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 - >20 (508) .0.86 Table 21 - Load adjustment factors for 1/2-in, diameter stainless steel KWIK Bolt TZ in cracked concrete12 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension fAN Edge distance factor in tension fRN IAV Spacing factor in shear" Edge distance in shear Conc. thickness factor in shear' I 1W I toward edge ISV II to edge fRy Effective in. embed. h0, (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h,. (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2 (51) n/a 0.60 n/a n/a r'a 0.54 n/a n/a n/a n/a n/a n/a 2.1/8 (54) n/a 0.61 n/a 0.60 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73) 0.74 0.65 0.97 0.70 0.60 0.55 0.47 0.18 0.94 0.35 n/a n/a 3 (76) 0.75 0.65 1.00 0.71 0.60 0.55 0.50 0.19 1.00 0.38 n/a n/a 3-1/4 (83) 0.77 0.67 1.00 0.75 0.61 0.56 0.56 021 1.00 0.42 n/a n/a C 3-1/2 (89) 0.79 0.68 1.00 •1 0.79 0.62 0.56 0:63 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 1 0.71 1.00 0.86 0.64 0.57 0.77 0.29 1.00 0.58 0.75 n/a 4.1/2 (114) 0.88 0.73 1.00 0.94 0.66 0.58 0.92 0.34 1.00 0.69 0.79 n/a 5 (127) 0.92 0.76 1.00 0.67 0.59 1.00 0.40 0.81 0.84 n/a . 5-1/4 (133) 0.94 0.77 0.68 0.60 0.43 0.87 0.86 n/a - .., 5-1/2 (140) 0.96 0.78 0.69 0.60 0.47 0.93 0.88 n/a 5 6 (152) 1.00 0.81 0.71 0.61 0.53 1.00 0.92 0.66 7 (178) 0.86 0.74 0.63 0.67 0.99 0.71 . 2 8 (203) _______ 0.91 _______ _______ 0.78 0.65 ______ 0.82 ______ _______ 1.00 0.76 (229) 0.96 0.81 0.66 0.98 0.81 10 (254) 1.00 0.85 0.68 1.00 0.85 11 (279) _______ _______ _______ _______ 0.88 0.70 ______ ______ _______ _______ 0.90 CL 12 (305) 0.92 0.72 0.94 Cl) 14 (356) 0.99 0.76 1.00 16 (406) 1.00 0.79 18 (457) 0.83 - >20 (508) 0.86 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern In a corner with thin concrete member) the design can become very conservative To optimize the design use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACt 318 Appendix D 3 Spacing factor reduction in shear, JAV' assumes an influence of a nearby edge. If no edge exists, then fAv = f. 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then t If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hiti. Inc.(US) 1-800.879.8000 1 www.us.hllti.com I en español 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hiltl.ca I Anchor Fastening Technical Guide 2014 223 3.3.5 KWIK Bolt TZ Expansion Anchor Table 22 - Load adjustment factors for 5/8-in, diameter stainless steel KWIK Bolt TZ in uncracked concret&2 5/8-in. KB-TZ SS uncracked concrete Spacing factor in tension Edge distance factor in tension fRN Spacing factor in shear3 IAN Edge distance in shear Conc. thickness factor in shear' f. .L toward edge fF4 II to edge f,______ Effective in. embed. h01 (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (1 02) 3-1/8 (79) 4 (102) Nominal in. embed. h,, (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 1 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 2.3/8 (60) n/a 0.60 n/a 0.39 n/a 0.54 n/a 0.11 n/a .0.21 n/a n/a 2-3/4 (70) 0.65 . 0.61 n/a 0.41 0.55 0.54 n/a 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 0.63 n/a 0.43 0.56 0.55 n/a 0.15 n/a 0.30 n/a n/a 3.1/4 (83) 0.67 0.64 0.51 0.45 .0.56 0.55 0.24 0.17 0.47 0.34 n/a n/a 3-1,2 (89) 0.69 0.65 0.54 0.47 0.57 0.56 0.26 0.19 0.53 0.38 n/a n/a 4 (102) 0.71 . 0.67 0.59 0.51 0.58 0.56 0.32 0.23 0.59 0.47 n/a n/a E 4-1,2 (114) 0.74 0.69 0.65 0.55 0.59 . 0.57 0.38 0.28 0.65 0.55 n/a n/a 5 (127) 0.77 . 0.71 0.71 0.59 0.60 0.58 0.45 0.33 0.71 0.59 0.63 n/a . 5-1,2 (140) 0.79 0.73 . 0.79 0.63 0.61 0.59 0.52 0.38 0.79 0.63 0.66 n/a :F - (152) 0.82 0.75 0.86 0.68 0.62 0.59 0.59 0.43 0.66 0.68 0.69 0.62 7 (178) 0.87 0.79 1.00 0.79 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.87 0) CD 8 (203) 0.93 0.83 0.90 0.66 0.63 0.91 0.66 0.90 0.79 0.71 . 10 (254) 1.00 0.92 1.00 0.70 0.66 1.00 0.92 1.00 0.89 0.80 12 (305) 1.00 0.74 0.69 . 1.00 .. 0.97 0.87 14 (356) 0.77 0.72 1.00 0.94 16 (406) 0.81 0.75 1.00 a 18 (457) 0.85 0.78 C/) 20 (508) 0.82 22 (559) 0.93 0.85 - >24 (610) 0.97 0.88 Table 23 - Load adjustment factors for 5/8-in, diameter stainless steel KWIK Bolt TZ in cracked concret& 5/8-in. KB-TZ SS cracked concrete Spacing factor in tension IAN Edge distance factor in tension I N Spacing factor in shear3 . IAV Edge distance in shear Conc. thickness factor in shear4 IHV______ -L toward edge I Ii to edge . Ipj______ Effective in. embed. h (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) .4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. hANfl (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 2-3/8 (60) n/a . 0.60 n/a 0.57 . n/a 0.54. n/a . 011 n/a 0.22 n/a n/a 2-3/4 (70) n/a 0.61 n/a 0.61 n/a 0.54. n/a . 0.13 n/a 0.27 n/a n/a 3 (76) 0.66 . 0.63 n/a 0.64 0.56 0.55 n/a 0.15 n/a 0.31 n/a n/a 3-1/4 (83) 0.67 0.64 0.77 0.66 0.56 0.55 0.24 0.17 0.48 0.35 n/a n/a g 3-1,2 (89) 0.69 0.65 0.81 0.69 0.57 0.56 0.27 0.19 0.53 - 0.39 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a E 4-1,2 (114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a 5 (127) 0.77 0.71 1.00 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a C. . 5-1,2 (140) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a CO - .L. 6 (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 ' 7 (178) 0.87 0.79 0.64 0.61 0.75 0.55 1.00 0.74 0.67 - 8 (203) 0.93 0.83 0.66 0.63 0.92 0.67 0.79 0.71 . lu (254) 1.00 0.92 0.70 0.66 . 1.00 0.93 0.89 . 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 Cn 14 (356) 0.78 0.72 1.00 0.94 16 (406) ______ ______ _______ ______ 0.82 0.75 _______ _______ ______ - 1.00 CO 18 (457) 0.85 0.79 C') 20 (508) 0.89 0.82 22 . (559) 0.93 0.85 >24 (610) . 0.97 . 0.88 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern In a corner with thin concrete member) the design can become very conservative. To optimize the design, use 1-lilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, IAN assumes an influence of a nearby edge If no edge exists then f Av = 1,.> 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f = 1.0. EJ If a reduction factor value Is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 224 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I en español 1-800-879-5000 1 Hiiti (Canada) Corp. 1-800-363-4458 1 www.hilti.c.a I Anchor Fastening Technical Guide 2014 Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 24 - Load adjustment factors for 3/4-In, diameter stainless steel KWIK Bolt TZ in üncracked concrete1'2 Spacirigfactor Edge distance Spacing factor Edge distance in shear Conc. thickness i toward edge 11to edge 3/4-in. KB-TZ Cs in tension factor in tension in shear3 factor in shears uncracked concrete IAN 'RN 'NV ISV ISV Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 embed. h01 (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h,0,,, (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a 0.54 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4-1/4 (108) n/a 0.65 0.46 0.56 n/a 0.56 0.29 0.22 0.46 0.43 n/a n/a 4112 (114) n/a 0.66 0.48 0.57 n/a 0.56 0.32 0.24 0.48 0.47 n/a n/a 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 5-1/2 (140) 074 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a ' E - 6 (152) 0.77 1 0.71 0.60 0.69 0.60 0.58 0.49 0.36 0.60 0.69 0.65 n/a - 7 (178) 0.81 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 n/a .c 8 (203) 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 . - (229) 0.90 0.82 0.90 1.00 0.66 0.63 0.91 0.67 0.91 1.00 0.79 0.71 5 ' 9-1/2 (241) 0.92 0.83 0.95 0.66 0.63 0.98 0.72 0.98 0.81 0.73 M CD 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 0.75 ' . 12 (305) 1.00 0.92 0.71 0.67 _______ 1.00 ______ ______ 0.91 0.82 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) 1.00 0.78 0.73 1.00 0.95 18 (457) 0.81 0.75 1.00 CL 20 (508) 0.85 0.78 22 (559) 0.88 0.81 - >24 (610) 0.92 0.84 Table 25. Load adjustment factors for 3/4-in, diameter stainless steel KWIK Bolt TZ in cracked concrete Spacing factor Edge distance Spacing factor Edge distance in shear Conc. thickness I toward edge II to edge 3/4-in. KB-TZ SS in tension factor in tension in shear3 factor in shear3 cracked concrete IAN lAy IFS, ISV Effective in, 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 3-3/4 4-3/4 embed. h (mm) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) (95) (121) Nominal in. 4-5/16 5-9/16 4-5/16 5-9/16, 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 4-5/16 5-9/16 embed. h,,,,, (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) 1 (110) (142) 4 (102) n/a 0.64 n/a 0.68 n/a 0.56 n/a 0.20 n/a 0.40 I n/a n/a w 4-1/4 (108) n/a 0.65 0.81 0.70 n/a 0.56 0.21 0.22 0.42 0.44 n/a n/a 4-1,2 (114) n/a 0.66 0.85 0.73 n/a 0.56 0.23 0.24 0.46 0.48: n/a n/a 5 (1 27) 0.72 0.68 0.91 0.77 0.57 0.57 0.27 0.28 0.54 0.56 n/a n/a (140) 0.74 0.69 0.98 0.83 0.58 0.58 0.31 0.32 0.62 0.64 n/a n/a E _6 (152) 0.77 0.71 1.00 1 0.88 0.58 1 0.59 0.35 0.37 0.71 0.73 0.58 n/a 7 (178) 0.81 0.75 1.00 0.99 0.60 0.60 0.44 0.46 0.89 0.92 0.62 n/a . _8 (203) 0.86 0.78 1.00 1.00 0.61 0.61 0.54 0.56 1.00 1.00 0.67 0.67 . 9 (229) 0.90 0.82 1.00 0.62 0.63 0.65 0.67 1.00 0.71 0.72 9-1,2 (241) 0.92 0.83 1.00 0.63 0.64 0.70 0.73 1.00 0.73 0.74 10 (254) 0.94 0.85 0.64 0.64 0.76 0.79 0.74 0.75 k 12 (305) 1.00 0.92 0.67 0.67 1.00 1.00 0.82 0.83 14 (356) 0.99 0.69 0.70 0.88 0.89 16 (406) 1.00 0.72 0.73 0.94 0.95 18 (457) 0.75 0.76 1.00 1.00 a 20 (508) 0.78 0.78 03 22 (559) 0.81 0.81 - >24 (610) _______ _______ _______ _______ 0.83 0.84 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACl 318 Appendix D. 3 Spacing factor reduction in shear, 'NV' assumes an influence of a nearby edge. If no edge exists, then f,,, = 4 Concrete thickness reduction factor in shear, f,,.,, assumes an influence of a nearby edge. If no edge exists, then JHV -1.0. 11 If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissablo edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I en espatol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 225 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 5/8" typical / 't • . .c < • • I t Mm. 4-1/2 J Mm. 4-1/2 i steel deck H I \Lower flute ' f Max. 1' offset typical (ridge) Figure 4 - Installation of KWIK Bolt TZ In the soffit Of concrete over metal deck floor and roof assemblies - W Deck Minimum 5/8 typical A - '' 1• "a. 3,000 psi sand-lightweiqht or normal-weight concrett - :1 Upper flute K ___ • Min. __ (valley)- IV inimum 20 gauge steel deck - 1 3/4 I Max 3-1/2' Lower flute Mm. 2-1/2" Mm. 3/4" Mm. 6" typical (ridge) Figure 5 - Installation of KWIK Bolt 12 in the soffit of concrete over metal deck floor and roof assemblies - B Deck 226 Huh, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espafiol 1-800-879-5000 1 HUll (Canada) Corp. 1-800-363•4458 1 www.hlltLca I Ai,chor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 26 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck'3'4'5'6 Loads according to Figure 4 Loads according to Figure 5 Tension - 4N Shear - Tension - qN Shear - Nominal Effective Nominal anchor embed, embed. f' = 3000 psi f' = 4000 psi I' = 3000 psi f = 4000 psi f = 3000 psi f = 4000 psi f' = 3000 psi IC = 4000 psi diameter in. (mm) in. (mm) lb (kN) I lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,340 1,545 1,385 1,385 1,200 1,385 1,850 1,850 3/8 (51) (6.0) (6.9) (6.2) (6.2) (5.3) (6.2) (8.2) (8.2) 2 2-3/8 1,340 1,545 1,950 1,950 1,210 1,395 1,680 1,680 (51) (6.0) (6.9) (8.7) (8.7) (5.4) (6.2) (7.5) (7.5) 1/2 3-1/4 3-5/8 2,400 2,770 3,215 3.215 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (14.3) (14.3) (9.8) (11.3) (11.4) (11.4) 3-1/8 3-9/16 1.835 2,120 2,990 2,990 2,640 3,050 3,060 3,060 (79) (90) (8.2) (9.4) (13.3) (13.3) (11.7) (13.6) (13.6) (13.6) 5/8 4-7/16 4,260 4,920 3,925 3,925 n/a n/a n/a n/a (102) (113) (18.9) (21.9) (17.5) (17.5) Table 27 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck1 '4'5'6'7 Loads according to Figure 4 Loads according to Figure 5 Tension - cpN Shear -V Tension - Shear - Nominal Effective Nominal f' 3000 psi f' = 4000 psi f', = 3000 psi f 4000 psi f'c = 3000 psi f' = 4000 psi f' = 3000 psi f' = 4000 psi anchor embed, embed. diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 950 1,095 1,3858 1,3858 1,080 1,245 1,850° 1,8508 3/8 (51) (4.2) (4.9) (6.2) (6.2) (4.8) (5.5) (8.2) (8.2) 2 2-3/8 950 1,095 1,950 1,950 860 995 1,680 1,680 (51) (4.2) (4.9) (8.7) (8.7) (3.8) (4.4) (7.5) (7.5) 1/2 3-1/4 3-5/8 1,705 1,970 3,215 3,215 1,955 2,255 2,565 2,565 (83) (92) (7.6) (8.8) (14.3) (14.3) (8.7) (10.0) (11.4) (11.4) 3-1/8 3-9/16 1,300 1,500 2,9901 2,9908 1,875 2,165 3,0608 3,0608 8 (79) (90) (5.8) (6.7) (13.3) (13.3) (8.3) (9.6) (13.6) (13.6) 4 4-7/16 3,020 3,485 3,9258 3,9258 (102) (113) (13.4) (15.5) (17.5) (17.5) n/a n/a n/a n/a 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths Is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h (effective embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 26 and 27 control. 7 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a, = 0.75. See section 3.1.7.4 for additional information on seismic applications. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic conditions: 3/8-inch diameter - = 0.63 5/8-inch diameter - = 0.94 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlttl.com I en espafol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltl.ca I Anchor Fastening Technical Guide 2014 227 33.5 KWIK Bolt TZ Expansion Anchor - Min. 3,000 psi sand-lightweight or normal-weight concrete nne . Min 2 / flute __kMum gauge Typical steel deck Lower flute (ridge) Figure 6 - Installation of the KWIK Bolt TZ on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 28 - Hilti KWIK Bolt TZ carbon steel design strength in the top Of uncracked concrete over metal deck'3'4 Tension - Shear - Nominal Effective Nominal anchor embed. embed. f' = 3000 psi I, = 4000 psi f' = 3000 psi I', = 4000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,790 2,070 2,605 3,005 3/8 (51) (8.0) (9.2) (11.6) (13.4) 2 2-3/8 2,415 2,790 2,605 3,005 1/2 (51) (10.7) (12,4) (11.6) (13.4) Table 29 - Hilti KWIK Bolt TZ carbon steel design strength in the top of cracked concrete over metal deck 145 Tension - Shear - 4V, Nominal Effective Nominal anchor embed. embed. f' =3000 psi f' 4000 psi f = 3000 psi. Pc = 4000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,615 1,865 1,845 2,130 3/8 (51) (7.2) (8.3) (8.2) (9.5) 2 2-3/8 1,710 1,975 1,845 2,130 1/2 (51) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.7.3 to convert design strength value to ASO value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 30 and 31 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by As as follows: for sand-lightweight, A. = 0.68; for all-lightweight, Ac = 0.60 5 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a,, = 0.75. See section 3.1.7.4 for additional information on seismic applications. 228 Hilti, Inc. (US) 1-800-8798000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilt (Canada) Corp. 1 -800-363-4458 I www.hilthca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 30 - Load adjustment factors for carbon steel KWIK Bolt TZ In the top of uncracked concrete over metal deck'-2 3/8-in, and 1/2-in. Edge distance in shear KB-TZ Cs Spacing factor Edge distance Spacing factor Conc. thickness uncracked concrete in tension factor in tension in shear' I toward edge II to edge factor in shear4 over metal deck f - fRN IAV f fHV______ Anchor in. 3/8 1/2 3/8 1/2 3/8 1/2 3/8 1/2 /8 1,2 3/8 1/2 diameter d (mm) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) Effective in. 2 2 2 2 2 2 2 2 2 2 2 2 embed. h01 (mm) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-3/8 2-5/16 2-3/8 2.5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 embed. h,,,, (mm) (59) (60) (59) (60) (59) (60) (59) (60) (59) (60) (59) (60) 3 (75) n/a n/a 0.33 n/a n/a n/a 0.64 n/a 0.64 n/a n/a n/a ID 3-1/4 (83) n/a n/a 0.36 n/a n/a n/a 0.72 n/a 0.72 n/a 0.73 0.75 3-1/2 (89) n/a n/a 0.39 n/a n/a n/a 0.81 n/a 0.81 n/a 0.76 0.78 - 4 (102) 0.83 n/a 0.44 n/a 0.67 n/a 0.99 n/a 0.99 n/a 0.81 0.84 4-1/2 (114) 0.88 n/a 0.50 0.50 0.69 n/a 1.00 1.00 1.00 1.00 '' 5 (127) 0.92 n/a 0.56 0.56 0.71 n/a 7 5-1/2 (140) 0.96 n/a 0.61 0.61 0.73 n/a 6 (152) 1.00 n/a 0.67 0.67 0.75 n/a w2 6-112 (165) 1.00 0.72 0.72 0.77 0.78 7 (178) 0.78 0.78 0.79 0.81 . 8 (203) 0.89 0.89 0.83 0.85 9 (229) 1.00 1.00 0.87 0.89 10 (254) 0.91 0.94 CL 1 11 (279)0.95 0.98 12 (305) 1.00 1 1.00 Table 31 - Load adjustment factors for carbon steel KWIK Bolt TZ in the top of cracked concrete over metal deck1'2 3/8-in, and 1/2-in. Edge distance In shear KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness cracked concrete in tension factor in tension in shear' I toward edge 11to edge factor in shear' over metal deck fm 1AV fffif f "I Anchor in. 3/8 1/2 3/8 1/2 3/8 1/2 3/8 1/2 /8 1/2 3/8 1/2 diameter d. (mm) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) Effective in. 2 2 2 2 2 2 2 2 2 2 2 2 embed. h 1 (mm) (51) (51) (51) (51) (51) (51) (51) (51) 1 (51) (51) (51) (51) Nominal in. 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 embed. h,,,, (mm) (59) (60) (59) (60) (59) (60) (59) (60) (59) (60) (59) (60) 3 (76) n/a n/a 1.00 n/a n/a n/a 0.65 n/a 1.00 n/a n/a n/a 3-1/4 (83) n/a n/a n/a n/a n/a 0.73 n/a n/a 0.74 0.76 3-1/2 (89) n/a n/a 'n/a n/a n/a 0.82 n/a n/a 0.76 0.79 4 (1021 0.83 n/a n/a 0.67 n/a 1.00 n/a n/a. 0.82 0.84 4-1/2 (114) 0.88 n/a 1.00 0.69 n/a 1.00 1.00 ' 5 (127) 0.92 n/a 0.71 n/a 7 5-1/2 (140) 0.96 n/a 0.73 n/a 6 (152) 1.00 n/a 0.75 n/a '0 6.112 (165) 1.00 0.77 0.79 , 7 (178) 0.79 8(203) 0.81 13 0.83 0.85 9(229) 0.87 0.90 - 10 (254) 0.94CO 0.92 11 (279) 1 0.96 0.98 12 (305) 1 1.00 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, Use Hilt) PROFIS Anchor Design software or perform anchor calculation using design equations from AC) 318 Appendix D. 3 Spacing factor reduction in shear, I AV assumes an influence of a nearby edge. if no edge exists, then lAY = 4 Concrete thickness reduction factor In shear, f, assumes an influence of a nearby edge. If no edge exists, then fry = 1.0. - For concrete thickness greater than or equal to 4-inches, the anchor can be designed using either table 2 or table 3 of this section. Huh, Inc. (US) 1-800879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 1-hilti (Canada) Corp. 1-800-363-4458 1 wwwhiltl.ca I Anchor Fastening Technical Guide 2014 229 Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.us.hilti.com (US) and www.hilti.ca (Canada). Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.35.5 Ordering information' Description Length Threaded length Box quantity KB-TZ 3/8x3 KB-TZ SS304 3/8x3 KB-TZ SS316 3/8x3 3 7/8 50 KB-TZ 3/8x3-3/4 KB-TZ SS304 3/8x3-3/4 KB-TZ SS316 3/84-3/4 3-3/4 1-5/8 50 KB-TZ 3/8x5 KB-TZ SS304 3/8x5 5 2-7/8 50 KB TZ 1/W-3/4 KB TZ SS304 1/24-3/4 KB TZ SS316 1/W-3/4 3-3/4 1-5/8 20 KB-TZ 1/2x4-1/2 KB-TZ SS304 1/2x4-1/2 KB-TZ SS316 1/2x4-1/2 4-1/2 2-3/8 20 KB 12 1/24-1/2 KB 17 S5304 1/2x5-1/2 KB TZ SS316 1/24-1/2 5-1/2 3 3/8 20 KB-TZ 1/2x7 KB-TZ SS304 1/2x7 7 4-7/8 20 KB 17 5/80-3/4 KB TZ SS304 5/8x4-3/4 KB 17 SS316 5/8x473/4 4-3/4 1 1/2 15 KB-TZ 5/8x6 KB-TZ SS304 5/8x6 1(6-17 SS316 5/8x6 6 2-3/4 15 K13-TZ 5/8x8-11/2 KB 12 SS304 5/8x8 1/2 8-1/2 571/4 15 KB-TZ 5/8x10 KB-TZ SS304 5/8x10 10 6-3/4 15 KB 17 3/45-1/2 KB 12 SS304 3/45-1/2 KB TZ SS316 3/45-1/2 5 1/2 1-1/2 10 KB-TZ 3/48 KB-TZ SS304 3/48 8 4 10 KB-TZ 3/4x10 KB-TZ S3304 3/410 1<8-17 SS316 3/410 10 6 10 All dimensions in inches Table 32 - KWIK Bolt TZ length identification system Length ID marking on A B C 0 E F G H I J K L M N 0 P 0 A S I U V W bolt head Length From 1422 1/2 3 3 /2 4 45 5 /2 66 1/2 77 1/2 88991/2 10 11 12 13 14 15 Of anchor, Up to e but not 2 23 3 V, 4 4l 5 5 6 67 7 8 1/2 91/2 111213141516 in including Figure 7 - Bolt head with length identification mark and KWIK Bolt TZ head notch embossment 230 Huh, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espai'lol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2014 F P P I Description Pipefit® Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants. The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or defective threads of the pipe or fittings. Additionally, the lubricating qualities of the PTFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit® also adheres well to hot oily pipe present in "high speed' fabrication operations. Design Criteria/Data Recommended Use Water Air Refrigerants Natural Gas Mild caustics Steam Kerosene LP Gases Acids Gasoline Diesel Fuel Ammonia Use for threaded connections on steel, aluminum, brass, PVC, CPVC and ABS. Operating temperature ranges -50 f to 500 f. FBC5 SYSTEM COMPA11BIE *FBCTI System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL +1 760 599-1168 +1800344-1822 FAX + 1800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Pipefit® liberally to the male pipe threads. Make sure that the thread sealant is brushed into the "root" of the threads. Do not wipe off excess material until fitting has been "made on" to the pipe thread. The threading action of the fitting to the pipe will allow the proper amount of sealant to remain in the connection. Wipe off excess sealant. Pipefit® will not dry out under normal conditions. Never use dope and tape together. Keep covered when not in use to avoid contamination. Some settling of the product may occur. Occasional stirring may be necessary. Two year shelf life. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, flush with water for 5 minutes. If discomfort persists get medical attention. Specifications Appearance: Dense, paste-like consistency, off white in color. Packaging: 16 oz. brush in cap 32 oz. 32 oz. BIC 1 gl. 5 gl. 55 gl. CAUTION: See MSDS for first aid instructions. Wash hands thoroughly after each use. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com © 2012 Fire Protection Products, Inc. FPPP, LubeFit5 are registered trademarks of Fire Protection Products, Inc. FBC', BIazeMaster, FlowGuard Go/cl5 and Corzan5 are registered trademarks of Noveon IP Holdings Corp. MADEN U.S.A. DIEGO 7635 RONSON ROAD • SAN DIEGO, CA 92111 • TEL: 858-278-3270 • FAX: 858-278-2950 E-MAIL: sales©sandiegoseal.com • VISIT US AT: www.sandiegoseal.com PTFE Thread Sealant Tapes Made in the USA Our thread sealant tape breaks clean without shredding or warping, identifying it as a product that can be trusted o perform reliably when the job is completed and the pressure is on. Standard Grade Our standard grade PTFE Thread Sealant Tape is for those applications that do not require the sealing properties of a premium grade thread sealant. This is intended to be used for general purpose sealing in pipe threads. The standard density virgin PTFE sealant tape permits quick, clean, economical sealing of male pipe threads of "all sizes and reduces the risk of system contamination common with liquid and paste sealants. High-Density Thread Sealant Tape It is effective and efficient so you can use less tape. Tears cleanly.. .seals neatly Quick sealing: This premium high density PTFE sealant tape permits quick, clean sealing of male pipe threads of all sizes and eliminates the risk of system contamination common with liquid and paste sealants. Self-lubricating: The self-lubricating quality of this unsintered tape makes joints easy to assemble and disassemble, and extends the fatigue life of sealed connections. Durable: Totally maintenance free premium high density PTFE thread sealant tape is virtually chemically inert, non-toxic, non-absorbent and non-flammable. It will withstand temperatures from -450°F (-240°C) to +500°F (+2600C), and pressures from hard vacuum to 10,000 PSI. Full Density Yellow Gas Line PTFE Thread Sealant Tapes risk of system contamination common with liquid and paste sealants. Our full density premium and gas line tapes meet Mil Spec A-A 58092 for liquid & gaseous oxygen applications. The self-lubricating quality of this unsintered tape makes joints easy to assemble and disassemble. Totally maintenance free, full density PTFE thread sealant tape is virtually chemically inert, non-toxic, non-absorbent and non-flammable. It will withstand temperatures from -450°F (- 240°C) to +500°F (+260°C), and pressures from a hard vacuum to 10,000 PSI. Typical properties of PTFE thread sealant tape are as follows: Typical Properties ....- - ......... -. Grade l'Standard Grade 1 Premium Grade Premium Grade Premium Grade - Yellow Standard Density IHigh Density JFull Density Full Density --- IMaximum sealing Complies with certain 'power. So efficient building codes requiring Description he economical choice More sealing power you can use less ' yellow, thicker, more dense tape for gas I tape. service lines Color -Nhite or colors White or colors White or colors N'e110 Density - Standard 0.5 to 0.7 Standard 17 aJStandard 1.5 IStandard 1.6 Thickness - 0.003 to 0.0035" 0.003" to 0035' 0.003" to 0.0035" I Standard Widths & 1%U x 260" 1/4"x 520" 1/U x 1296" / x 260" 1/211 1/2I x 520" 1/2" x 1296" Lengths Y4" x 260" /" x 520" Y" x 1296" 1" x 260" 1" x 520" 11" x 1296" Quantity 144 rolls per 144 rolls per box 144 rolls per box box iColor i Typical 11Use Nhite All industrial applications. Made from virgin PTFE Pink - For use in plumbing and pipe fittings (water and steam lines) Gray prstauilessstee pe/fitttngs Green For oxygqpplications 'ellow For gas line use f 7 SAN DIEGO SEAL, INC I . - 7635 RONSON ROAD • SAN DIEGO, CALIFORNIA 92111 U - TEL: 858-278-3270 • FAX: 858-278-2950 E-MAIL: salessandiegoseal.com • VISIT US AT: www.sandiegoseal.com