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HomeMy WebLinkAbout2525 EL CAMINO REAL; ; FPC2017-0139; PermitPERMIT REPORT ( ML ity of Carlsbad Print Date: 09/29/2021 Permit.No: FPC2017-0139 Job Address: 2525 EL CAMINO REAL, CARLSBAD, CA 92008-1204 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Applied: 05/24/2017 Issued: 09/27/2017 Finaled Close Out: 08/19/2021 Inspector: Final Inspection: Project Title: Description: SHOPPES AT CARLSBAD - SPRINKLER (PHASE 2) LOWER LEVEL WEST - 125 HEADS / UPPER LEVEL WEST -77 HEADS LOWER LEVEL CENTRAL - 28 HEADS! UPPER LEVEL CENTRAL - 23 HEADS LOWERLEVEL EAST -52 HEADS / UPPER LEVEL EAST - 51 HEADS LOWER LEVEL CENTRAL - 85 HEADS / UPPER LEVEL CENTRAL - 170 HEADS LOWER LEVEL EAST -233 HEADS / UPPER LEVEL EAST - 143 HEADS Applicant: FPContractor: VFS FIRE & SECURITY SERVICES VFS FIRE AND SECURITY SERVICES SALVADOR JASSO 501 W SOUTHERN AVE 501 W SOUTHERN AVE ORANGE, CA 92865-3217 ORANGE, CA 92865-3217 (714) 778-6070 (714)919-8351 FEE AMOUNT FIRE NFPA 13 or 13R System > 100 heads $634.00 FIRE NFPA 13 or 13R System> 100 heads $527.00 FIRE NFPA 13 or 13R System> 100 heads $527.00 Total Fees: $1,688.00 Total Payments To Date: $1,688.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov FPC20I7-0139 Real Fire Protection by Computer Design VFS Fire & Security Services 501 W. Southern Ave. Orange, CA 92865 Job Name : THE SHOPPELS AT CARLSBAD Drawing : FP-10 Location : 501 W. SOUTHERN AVE. Remote Area : SYS-1 1 AREA 2 Contract : 163173 Data File BASEMENT LEVEL SYS-1 1 AREA 2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 VFS Fire & Security Services THE SHOPPELS AT CARLSBAD HYDRAULIC CALCULATIONS for Project name: THE SHOPPELS AT CARLSBAD Location: 501 W. SOUTHERN AVE. Drawing no: FP-3.1 Date: 05-10-2017 Design Remote area number: SYS-1 I AREA 2 Remote area location: EAST Occupancy classification: OH-2 Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 130 In-rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 0 - GPM Type of system: WET Volume of dry or preaction system: -Gal Page 1 Date 05-10-2017 @ 0-Psi Water supply information Date: 04-05-2017 Location: MARRON RD WEST OF PLAZA DRIVE (WESTFIELD PLAZA) Source: HYDRANT NUMBER; H60994 Name of contractor: VFS Fire & Security Services Address: 501 W. Southern Ave. I Orange, CA 92865 I Phone number: (714)778-6090 Name of designer: OMAR ALVAREZ Authority having jurisdiction: Notes: (Include peaking information orgridded systems here.) -10% FROM PRESSURES -10% WAS DEDUCTED FROM EXISTING STATIC AND RESIDUAL PRESSURES Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Services Page 2 THE SHOPPELS AT CARLSBAD Date 05-10-2017 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation C2 - Residual Pressure: 37.8 D2 - System Flow : 598.34 C2 - Residual Flow : 6050 D2 - System Pressure : 80.638 Hose ( Demand) : 500 D3 - System Demand :1098.34 Safety Margin : 0.246 150 140 130 p120 R° E10° 90 Sou -.-- U 70 R 60 E 50 C2 40 30 20 10 7511500 2250 3000 3750 4500 5250 6000 6750 • FLOW( N ' 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD VFS Fire & Security Services Page 3 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 1 16.5 5.6 27.4 na 29.31 0.2 125 7.0 2 16.5 5.6 30.54 na 30.95 0.2 125 7.0 3 16.5 5.6 42.56 na 36.53 0.2 125 7.0 4 16.5 5.6 52.68 na 40.65 0.2 125 7.0 6 16.5 5.6 19.93 na 25.0 0.2 125 7.0 7 16.5 5.6 23.32 na 27.04 0.2 125 7.0 8 16.5 5.6 36.49 na 33.83 0.2 125 7.0 9 16.5 5.6 42.58 na 36.54 0.2 125 7.0 11 16.5 .5.6 37.21 na 34.16 0.2 125 7.0 12 16.5 5.6 41.39 na 36.03 0.2 125 7.0 13 16.5 5.6 57.32 na 42.4 0.2 125 7.0 14 16.5 5.6 65.06 na 45.17 0.2 125 7.0 15 16.5 5.6 69.66 na 46.74 0.2 125 7.0 18 16.5 5.6 73.96 na 48.16 0.2 125 7.0 5 16.5 5.6 56.4 na 42.05 0.2 125 7.0 10 16.5 5.6 61.14 na 43.79 0.2 125 7.0 16 16.5 74.63 na 17 16.5 75.17 na 19 16.5 74.47 na 20 16.5 74.79 na 21 16.5 75.92 na 22 16.5 75.93 na 23 16.5 . 75.93 na 24 16.5 77.06 na 25 16.5 77.12 na 26 16.5 77.8 na TRS 16.5 77.8 na BRS 16.5 77.87 na UG1 16.5 79.55 na UG2 16.5 79.58 na 250.0 HOSE 16.5 79.7 na CON 16.5 80.64 na 250.0 The maximum velocity is 30.35 and it occurs in the pipe between nodes 10 and 16 Computer Programs by Hydratec Inc. Revision; 50.52.1 EOD VFS Fire & Security Services . Page 4 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 16.500 5.60 29.31 1 0.0 11.917 120 27.397 to 0.0 0.0 0.0 2 16.500 29.31 1.049 0.0 11.917 0.2639 3.145 Vel = 10.88 2 16.500 5.60 30.95 1 0.0 12.000 120 30.542 to . 0.0 0.0 0.0 3 16.500 60.26 .1.049 0.0 12.000 1.0012 12.015 Vel = 22.37 3 16.500 5.60 36.53 1.25 2E 6.0 10.000 120 42.557 to 0.0 6.000 0.0 4 16.500 96.79 1.38 0.0 16.000 0.6328 10.124 Vel = 20.76 4 16.500 5.60 40.65 1.5 0.0 6.500 120 52.681 to 0.0 0.0 0.0 5 16.500 137.44 1.61 0.0 6.500 0.5714 3.714 Vel = 21.66 0.0 5 137.44 56.395 K Factor= 18.30 6 16.500 5.60 25.00 . I E 2.0 15.250 120 19.930 to 0.0 2.000 0.0 7 16.500 25.0 1.049 0.0 17.250 0.1966 3.392 Vel = 9.28 7 16.500 5.60 27.04 1 E 2.0 15.250 120 23.322 to 0.0 2.000 0.0 8 16.500 52.04 1.049 0.0 17.250 0.7634 13.169 VeI= 19.32 8 16.500 5.60 33.83 1.25 E 3.0 9.000 120 36.491 to 0.0 3.000 0.0 9 16.500 85.87 1.38 0.0 12.000 0.5071 6.085 Vel = 18.42 9 16.500 5.60 36.54 1.25 T 6.0 13.000 120 42.576 to 0.0 6.000 0.0 10 16.500 122.41 1.38 0.0 19.000 0.9771 18.564 Vel = 26.26 0.0 10 122.41 61.140 KFactor= 15.66 11 16.500 5.60 34.16 1 0.0 11.917 120 37.210 to 0.0. 0.0 0.0 12 16.500 34.16 1.049 0.0 11.917 0.3504 4.176 VeI= 12.68 12 16.500 5.60 36.03 1 0.0 12.000 120 41.386 to 0.0 0.0 0.0 13 16.500 70.19 1.049 0.0 12.000 1.3275 15.930 Vel = 26.06 13 16.500 5.60 42.39 1.25 0.0 9.250 120 57.316 to 0.0 0.0 0.0 14 16.500 112.58 1.38 0.0 9.250 0.8369 7.741 VeI= 24.15 14 16.500 5.60 45.17 1.5 0.0 6.250 120 65.057 to 0.0 0.0 0.0 15 . 16.500 157.75 1.61 0.0 6.250 0.7373 4.608 Vel = 24.86 15 16.500 5.60 46.74 2 T 12.307 5.000 120 69.665 to 0.0 12.307 0.0 16 16.500 204.49 2.157 0.0 17.307 0.2868 4.963 Vel = 17.95 0.0 16 204.49 . 74.628 K Factor= 23.67 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Services Page 5 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total P1/Ft P1 18 16.500 5.60 48.16 1.5 0.0 6.250 120 73.955 to 0.0 0.0 0.0 19 16.500 48.16 1.61 0.0 6.250 0.0822 0.514 Vel = 7.59 0.0 19 48.16 74.469 K Factor = 5.58 5 16.500 5.60 179.49 2 T 12.307 8.750 120 56.395 to 0.0 12.307 0.0 10 16.500 179.49 2.157 0.0 21.057 0.2253 4.745 Vel = 15.76 10 1.6.500 5.60 166.20 2 T 12.307 5.500 120 61.140 to 0.0 12.307 0.0 16 16.500 345.69 2.157 0.0 17.807 0.7575 13.488 Vel = 30.35 16 16.500 204.49 6 E 17.603 40.750 120 74.628 to 0.0 17.603 0.0 17 16.500 550.18 6.357 0.0 58.353 0.0093 0.541 Vel = 5.56 17 16.500 0.0 6 2E 35.205 47.000 120 75.169 to 0.0 35.205 0.0 23 16.500 550.18 6.357 0.0 82.205 0.0093 0.761 Vel = 5.56 0.0 23 550.18 75.930 K Factor = 63.14 19 16.500 48.16 2 0.0 13.250 120 74.469 to 0.0 0.0 0.0 20 16.500 48.16 2.067 0.0 13.250 0.0243 0.322 Vel = 4.60 20 16.500 0.0 2 E 5.0 41.500 120 74.791 to 0.0 5.000 0.0 21 16.500 48.16 2.067 0.0 46.500 0.0243 1.130 Vel = 4.60 21 16.500 0.0 6 E 17.603 27.750 120 75.921 to 0.0 17.603 0.0 22 16.500 48.16 6.357 0.0 45.353 0.0001 0.005 Vel = 0.49 22 16.500 0.0 6 T 37.72 2.500 120 75.926 to 0.0 37.720 0.0 23 16.500 48.16 6.357 0.0 40.220 0.0001 0.004 Vel = 0.49 23 16.500 550.18 6 E 17.603 87.250 120 75.930 to 0.0 17.603 0.0 24 16.500 598.34 6.357 0.0 104.853 0.0108 1.135 Vel = 6.05 24 16.500 0.0 6 0.0 4.750 120 77.065 to . 0.0 0.0 0.0 25 16.500 598.34 6.357 0.0 4.750 0.0107 0.051 Vel = 6.05 25 16.500 0.0 6 0.0 63.250 120 77.116 to 0.0 0.0 0.0 26 16.500 598.34 6.357 0.0 63.250 0.0108 0.684 Vel = 6.05 26 16.500 0.0 6 0.0 0.333 120 77.800 to . 0.0 0.0 0.0 TRS 16.500 598.34 6.357 0.0 0.333 0.0120 0.004 Vel = 6.05 IRS 16.500 0.0 6 0.0 6.000 120 77.804 to 0.0 0.0 0.0 BRS 16.500 598.34 6.357 0.0 6.000 0.0108 0.065 Vel = 6.05 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Services Page 6 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BRS 16.500 0.0 6 3E 52.808 102.500 120 77.869 to ' 0.0 52.808 0.0 UG1 16.500 598.34 6.357 0.0 155.308 0.0108 1.680 Vel = 6.05 UG1 16.500 0.0 8 0.0 14.250 140 79.549 to 0.0 0.0 0.0 UG2 16.500 598.34 8.27 0.0 14.250 0.0022 0.032 Vel = 3.57 UG2 16.500 H250 250.00 10 T 55.931 1.000 150 79.581 to 0.0 55.931 0.0 HOSE 16.500 848.34 9.42 0.0 56.931 0.0020 0.115 Vel= 3.91 HOSE 16.500 0.0 10 2F 24.61 444.000 150 79.696 to 0.0 24.609 0.0 CON 16.500 848.34 9.42 0.0 468.609 0.0020 0.942 Vel = 3.91 250.00 • Qa = 250.00 CON 1098.34 80.638 K Factor = 122.31 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security Services Page 7 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Fitting Legend Abbrev. Name % 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 I NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 STANDARD RESPONSE': AUTOMATIC-SPRINKLERS GL 'SERIES UPRIGHT• PENDENT. VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION CONVENTIONAL (OLD STYLEJ) The Globe GL Series Sprinkler is a low profile yet .•. : durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler. + provides an aesthetically pleasing appearance, it can be installed wherever .standard spray sprinklers are . specified. This sprinkler series is available in various . styles, orifices, temperature ratings and finishes to UPRIGHT CONVENTIONAL meet varying design requirements. . 0 The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule. that contains a precisely measured . amount of fluid. When heat is absorbed, the liquid within the bulb expands . increasing the internal pressure. At the prescribed temperature the internal . .• 4 pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results inwater . . discharge which is distributed in an approved pattern . depending upon the deflector style used. - PENDENT VERTICAL TECHNICAL DATA . . SIDEWALL See reverse side for Approvals and Specifications; Temperature Ratings - 135°F (57°C), 155°F (680C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) ...\., .500°F (260°C) Available Upon Request Without Approvals r Water Working Pressure Rating - 175 psi (12 Bars) o Factory tested hydrostatically to 500 psi (34 Bars) . HORIZONTAL . . LPG/GE SIDEWALL HORIZONTAL Maximum low temperature glass-bulb rating is -67'F (-55 C) SIDEWALL Frame -bronze o Deflector - brass • Screw - brass Lodgement Spring - stainless steel Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size . SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE BULB COLOR ' N.F.P.A. MAXIMUM SPRINKLER TEMPERATURES CEILING TEMPERATURE ORDINARY 135°F1FF°F - 57C!66°C ORANGE/RED. 144 F 38°C 175-F,'200 F "1 4 YELLOW/GREEN 150'F 1' HIGH , 286-F 141 Ic BLUE 225 F 107 EXTRA HIGH .' 360-F 182°C MAUVE 300"F 149°C ULTRA HIGH . ' 500' F 260°C BLACK 475 F 246°C 4077'AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583. FAX 989-546-9231 JULY 2012 , - A-65 BULLETIN GL5661, REV. #6 (S.'TANDARD RESPRONSE9 A UTOMkTCSPRINKLERS GL SERIEs (UPRIGHT) PENDENT • VERTICAL SIDEWALL HM-261TAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2 NPT 1/2" NPT 2 1/4' (5.7 cm) 2 1/4 (5.7 cm) (Fa ctory Bronze) Chrome 506 (80 metric) (1/2' NPTJ 2 1/4 (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4(5.7cm) Black Polyester 2.1 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F °°360°F "500°F UL FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT E5J ALL X X x ) X X X X X X X X GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - X GL4251 4.2 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.81 ALL X X X X X X X X X - - x GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALLt GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X X - - X SIDEWALL GL56710 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH I X X X X X X I X - - X X - (OLD STYLE) GL8169 8.1 _LH/OH X X X X X X X - - X X - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. 360°F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD t1/2" NPT PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. * UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * 500°F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY Quantity • Model Number ° Style Orifice • Thread Sizes . Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4") GL:BE FIN &PiN(LER CP3RAT0N GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 - - - Fire Protection by Computer Design VFS Fire & Security Services 501 W. Southern Ave. Orange, CA 92865 Job Name : THE SHOPPELS AT CARLSBAD Drawing : FP-1 1 Location : 501 W. SOUTHERN AVE. Remote Area : SYS-1 1 AREA 1 Contract : 163173 Data File SECOND LEVEL SYS-1 1 AREA 1 .WXF Computer Programs by Hydratec Inc. Revision: 5052.1 VFS Fire & Security Services Page 1 THE SHOPPELS AT CARLSBAD Date 05-10-2017 HYDRAULIC CALCULATIONS for Project name: THE SHOPPELSAT CARLSBAD Location: 501 W. SOUTHERN AVE. Drawing no: FP-3.1 Date: 05-10-2017 Design Remote area number: SYS-1 1 AREA I Remote area location: EAST Occupancy classification: OH-2 Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 130 In-rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 0 - GPM @ 0 - Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 04-05-2017 Location: MARRON RD. WEST OF PLAZA DRIVE (WESTFIELD PLAZA) Source: HYDRANT NUMBER; H60994 Name of contractor: VFS Fire & Security Services Address: 501 W. Southern Ave. I Orange, CA 92865 / Phone number: (714)778-6090 Name of designer: OMAR ALVAREZ Authority having jurisdiction: Notes: (Include peaking information or gridded systems here) -10% FROM PRESSURES -10% WAS DEDUCTED FROM EXISTING STATIC AND RESIDUAL PRESSURES Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Services Page 2 THE SHOPPELS AT CARLSBAD Date 05-10-2017 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation C2 - Residual Pressure: 37.8 D2 - System Flow : 387.766 C2 - Residual Flow : 6050 02 - System Pressure : 67.628 Hose ( Demand) : 500 D3 - System Demand : 887.766 Safety Margin : 13.880 150 140 130 p120 R11° E10° 90 C1 : S 00 U 70 R 60 50 40 C2 30 20 _____ 10 -- ____ _____ _______ ________ __________ 7511500 2250 3000 3750 4500 5250 6000 6750 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure / Flow Summary - STANDARD VFS Fire & Security Services Page 3 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 1 16.5 5.6 21.56 na 26.0 0.2 130 7.0 2 16.5 5.6 23.04 na 26.88 0.2 130 7.0 3 16.5 5.6 25.0 na 28.0 0.2 130 7.0 4 16.5 5.6 29.31 na 30.32 0.2 130 7.0 5 16.5 34.56 na 7 16.5 5.6 28.96 na 30.13 0.2 130 7.0 8 16.5 5.6 30.9 na 31.13 0.2 130 7.0 9 16.5 5.6 33.48 na 32.4 0.2 130 7.0 10 16.5 5.6 23.27 na 27.02 0.2 130 7.0 11 16.5 5.6 24.86 na 27.92 0.2 130 7.0 12 16.5 5.6 26.97 na 29.08 0.2 130 7.0 13 16.5 5.6 31.6 na 31.48 0.2 130 7.0 14 16.5 37.23 na 16 16.5 5.6 35.79 na 33.5 0.2 130 7.0 17 16.5 5.6 36.64 na . 33.9 0.2 130 7.0 6 16.5 45.92 na 15 16.5 46.44 na 18 16.5 55.09 na 19 16.5 61.08 na 20 16.5 61.93 na 21 16.5 61.94 . na TRS 16.5 61.95 na BRS 16.5 62.15 na UG1 16.5 66.99 na UG2 16.5 67.0 na 250.0 HOSE 16.5 67.07 na CON 16.5 67.63 na 250.0 The maximum velocity is 32.28 and it occurs in the pipe between nodes 5 and 6 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Services Page 4 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodél Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 16.500 5.60 26.00 1 0.0 7.000 120 21.556 to 0.0 0.0 0.0 2 16.500 26.0 1.049 0.0 7.000 0.2114 1.480 Vel = 9.65 2 16.500 5.60 26.88 1.25 0.0 9.500 120 . 23.036 to 0.0 0.0 0.0 3 16.500 52.88 1.38 0.0 9.500 0.2067 1.964 Vel- 11.34 3 16.500 5.60 28.00 1.25 0.0 9.500 120 25.000 to 0.0 0.0 0.0 4 16.500 80.88 1.38 0.0 9.500 0.4539 4.312 Vel = 17.35 4 16.500 5.60 30.32 1.5 T 8.0 5.583 120 29.312 to 0.0 8.000 0.0 5 16.500 111.2 1.61 0.0 13.583 0.3861 5.244 Vel = 17.52 '5 16.500 93.66 1.5 1 8.0 1.500 120 34.556 to 0.0 8.000 0.0 6 16.500 204.86 1.61 0.0 9.500 1.1957 11.359 Vel= 32.28 0.0 6 204.86 45.915 K Factor= 30.23 7 16.500 5.60 30.13 1 0.0 7.000 120 28.955 to 0.0 0.0 0.0 8 16.500 30.13 1.049 0.0 7.000 0.2779 1.945 VeI= 11.19 8 16.500 5.60 31.13 1.25 0.0 9.500 120 30.900 to 0.0 0.0 0.0 9 16.500 61.26 1.38 0.0 9.500 0.2715 2.579 Vel = 13.14 9 16.500 5.60 32.40 1.5 0.0 3.833 120 33.479 to 0.0 0.0 0.0 5 16.500 93.66 1.61 0.0 3.833 0.2810 1.077 Vel = 14.76 0.0 5 93.66 34.556 K Factor= 15.93 10 16.500 5.60 27.02 1 0.0 7.000 120 23.275 to 0.0 0.0 0.0 11 16.500 27.02 1.049 0.0 7.000 0.2270 1.589 Vel= 10.03 11 16.500 5.60 27.92 1.25 0.0 9.500 120 24.864 to 0.0 0.0 0.0 12 16.500 54.94 1.38 0.0 9.500 0.2219 2.108 VeI= 11.78 12 16.500 5.60 29.08 1.25 0.0 9.500 120 26.972 to 0.0 0.0 0.0 13 16.500 84.02 1.38 0.0 9.500 0.4871 4.627 Vel = 18.02 13 16.500 5.60 31.48 1.5 T 8.0 5.583 120 31.599 to 0.0 8.000 0.0 14 16.500 115.5 1.61 0.0 13.583 0.4142 5.626 Vel= 18.20 14 16.500 67.40 1.5 T 8.0 1.500 120 37.225 to 0.0 8.000 0.0 15 16.500 182.9 1.61 0.0 9.500 0.9695 9.210 Vel = 28.82 0.0 15 182.90 46.435 KFactor= 26.84 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Services Page 5 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 16 16.500 5.60 33.50 1.25 0.0 9.500 120 35.795 to 0.0 0.0 0.0 17 16.500 33.5 1.38 0.0 9.500 0.0888 0.844 Vel = 7.19 17 16.500 5.60 33.90 1.5 0.0 3.833 120 36.639 to 0.0 0.0 0.0 14 16.500 67.4 1.61 0.0 3.833 0.1529 0.586 Vel = 10.62 0.0 14 67.40 37.225 K Factor = 11.05 6 16.500 204.86 3 0.0 13.500 120 45.915 to 0.0 0.0 0.0 15 16.500 204.86 3.26 0.0 13.500 0.0385 0.520 Vel = 7.87 15 16.500 182.91 3 I 6.72 62.292 120 46.435 to 0.0 6.720 0.0 18 16.500 387.77 3.26 0.0 69.012 0.1254 8.651 Vel = 14.90 18 16.500 0.0 4 0.0 175.875 120 55.086 to 0.0 0.0 0.0 19 16.500 387.77 4.26 0.0 175.875 0.0341 5.991 Vel = 8.73 19 16.500 0.0 4 1 9.217 15.708 120 61.077 to . 0.0 9.217 0.0 20 16.500 387.77 4.26 0.0 24.925 0.0341 0.849 Vel = 8.73 20 16.500 0.0 4 0.0 0.333 120 61.926 to 0.0 0.0 0.0 21 16.500 387.77 4.26 0.0 0.333 0.0330 0.011 Vel = 8.73 21 16.500 0.0 4 0.0 0.333 120 61.937 to 0.0 0.0 0.0 TRS 16.500 387.77 . 4.26 0.0 0.333 0.0360 0.012 Vel = 8.73 TRS 16.500 0.0 4 0.0 6.000 120 61.949 to 0.0 0.0 0.0 BRS 16.500 387.77 4.26 0.0 6.000 0.0340 0.204 Vel = 8.73 BRS 16.500 0.0 4 3E 39.501 102.500 120 62.153 to 0.0 39.501 0.0 UG1 16.500 387.77 4.26 0.0 142.001 0.0341 4.837 Vel = 8.73 UG1 16.500 0.0 8 0.0 14.250 140 66.990 to 0.0 0.0 0.0 UG2 16.500 387.77 8.27 0.0 14.250 0.0010 0.014 Vel = 2.32 UG2 16.500 H250 250.00 10 1 55.931 1.000 150 67.004 to 0.0 55.931 0.0 HOSE 16.500 637.77 9.42 0.0 56.931 0.0012 0.068 Vel = 2.94 HOSE 16.500 0.0 10 2F 24.61 444.000 150 67.072 to 0.0 24.609 0.0 CON 16.500 637.77 9.42 0.0 468.609 0.0012 0.556 Vel = 2.94 250.00 Qa = 250.00 CON 887.77 67.628 K Factor = 107.95 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security Services Page 6 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Filling Legend Abbrev. Name % 3/4 1 1% 1% 2 21/2 3 31/a 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 I 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 I NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 STANDARD RESPONSES AUTOMATIC SPRINKLERS . I . I I .DDt •.• ,.d ....GL SERIES .\ 5j ,1,i j f \ç/ / . L_ L_ UPRIGHT° PENDENT SPRE VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION ANDIOPERATION •, CONVENTIONAL (OLD STYLE) The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler O provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are . . . -. . specified This sprinkler series is available in various styles, orifices, temperature ratings and finishes to UPRIGHT CONVENTIONAL •meetvarying design requirements. The heart of Globe's GL Series sprinkler proven . •• . actuating assembly is a hermetically sealed frangible • . glass ampule, that contains a precisely measured • . , '71 amount of fluid When heat is absorbed, the liquid within the bulb expands increasing the internal . . 0 •, . •. pressure. At the prescribed temperature the internal •.. j pressurewithin the ampule exceeds the strength ofthe / glass causing the glass to shatter. This results in water •• • - •(, J :1 discharge which is distributed in an approved pattern depending upon the deflector style used. . PENDENT VERTICAL TECHNICAL DATA •,• . . . . . . •, . . . SIDEWALL See reverse side for Approvals and Specifications. . . oTemperature Ratings - 135°F (57°C), 155°F (68°C), 1750F (79-C), 200°F(930C),286°F(141°C) 360°F (182°C) 500°F (260°C) Available Upon Request Without Approvals ' oWater Working Pressure Rating -175 psi (12 Bars) . •' ./•.•- • o Factory tested hydrostatically to 500 psi (34 Bars) . HORIZONTAL.-',- LPC/CE SIDEWALL . HORIZONTAL Maximum low temperature glass bulb rating is -670F (-550C). SIDEWALL o Frame — bronze a Deflector — brass a Screw - brass .. o Lodgement Spring - stainless steel . . : •• . Bulb seat - copper. Spring - nickel alloy o Seal - teflon .• . Bulb - glass with glycerin solution, 5mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE •' . . . N.F.P.k MAXIMUM CLASSIFICATION SPRINKLER TEMPERATURES BULB COLOR • CEILING TEMPERATURE ORDINARY 135'F/155'F 5C 63 C ORANGE/RED lOU F 35 C &—TE R M E D 14f Ei iTh F F 79"C/93'C YELLOW/GREEN 150"T 661C HIGH 286'F 141 C: BLUE • 225 F 10 C EXTRA HIGH 60'F 1821C MAUVE • 300'F 149cC ULTRA HIGH ui F I BLACK 475'F 4 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 0 • • 989-846-4583. FAX 989-846-9231 JULY 2012 • • 0 • 0 • • ' .,A-65 , • • 0 • BULLETIN GL5661, REV. #6 CqTANDARD RESPRONSE AiJTOMA1!CSPRiNKLiRS GL SERIES (UPRIGHT PENDENT • VERTICAL SIDEWALL H617NTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2 NPT 1/2 NPT 2 1/4 (5.7 cm) 2 1/4 (5.7 cm) (Factoryj) Chrome (80 metric) 1-2Njj 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2 NPT 2 1/4 (5.7 cm) Black Polyester 2.3 Wax Coated 2,3,4 8.1 (116 metric) 3/4" NPT 2 7/16' (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE HORIZONTAL SIDEWALL IS 2 9/16'. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F **360F "500°F UL FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT @L :D61 ( ALL X x X x X x GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - x GL4251 4,2 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALLt GL8176 8.1 LH X X X X X X X X - - -. X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL SIDEWALL GL5670 5.6 LH/OH X X X X X X X X X - - x GL5671" 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X I X X X X - - X X - (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X - - X X - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12' BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. 360°F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD t 1/2" NPT UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * 500°F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice ° Thread Sizes Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2'); P/N 312366(3/4") GLO)BE F192 SCPRW1 CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 ... Fire Protection by Computer Design VFS Fire & Security Services 501 W. Southern Ave. Orange, CA 92865 Job Name THE SHOP PELS AT CARLSBAD Drawing FP-8 Location : 501 W. SOUTHERN AVE. Remote Area : SYS-10 AREA 3 Contract : 163173 Data File : BASEMENT LEVEL SYS-lO AREA 3.WXF Computer Programs by Hydra tec Inc. Revision: 50.52.1 VFS Fire & Security Services Page 1 THE SHOP PELS AT CARLSBAD Date 05-10-2017 HYDRAULIC CALCULATIONS for Project name: THE SHOPPELS AT CARLSBAD Location: 501 W. SOUTHERN AVE. Drawing no: FP-3.1 Date: 05-10-2017 Design Remote area number: SYS-1 0 AREA 3 Remote area location: BASEMENT LEVEL EAST Occuoancv classification: OH-2 Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 130 In-rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 0 - GPM Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 04-05-2017 Location: MARRON RD. WEST OF PLAZA DRIVE (WESTFIELD PLAZA) Source: HYDRANT NUMBER; H60994 Name of contractor: VFS Fire & Security Services Address: 501 W. Southern Ave. / Orange, CA 92865 / Phone number: (714)778-6090 Name of designer: OMAR ALVAREZ Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) -10% FROM PRESSURES -10% WAS DEDUCTED FROM EXISTING STATIC AND RESIDUAL PRESSURES Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Services Page 2 THE SHOPPELS AT CARLSBAD Date 05-10-2017 City Water Supply: Demand: Cl - Static Pressure : 82.8 - Dl - Elevation C2 - Residual Pressure: 37.8 D2 - System Flow : 473.08 C2 - Residual Flow : 6050 D2 - System Pressure : 79.321 Hose ( Demand) : 250 D3 - System Demand : 723.08 Safety Margin : 2.595 150 140 130- p 120 R11° - E10° :: u 70 I R 60 50 — E : 20 10 7511500 2250 3000 3750 4500 5250 6000 6750 FLOW (N - 1.85 Computer Programs by Hydratec Inc. Revision: 50.52.1 ' Pressure / Flow Summary - STANDARD VFS Fire & Security Services THE SHOPPELS AT CARLSBAD Page Date 3 05-10-2017 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 16.5 5.6 . 24.34 na 27.63 0.2 120 7.0 2 16.5 5.6 27.16 na 29.19 0.2 120 7.0 3 16.5 5.6 37.94 na 34.49 0.2 120 7.0 4 16.5 5.6 46.74 na 38.29 0.2 120 7.0 6 16.5 5.6 18.37 na 24.0 0.2 120 7.0 7 16.5 5.6 21.51 na 25.97 0.2 120 7.0 8 16.5 5.6 35.85 na 33.53 0.2 120 7.0 11 16.5 5.6 22.3 na 26.45 0.2 120 7.0 12 16.5 5.6 25.45 na 28.25 0.2 120 7.0 13 16.5 5.6 40.09 na 35.46 0.2 . 120 7.0 14 16.5 5.6 48.83 na 39.13 0.2 120 7.0 16 16.5 5.6 22.65 na 26.65 0.2 120 7.0 17 16.5 5.6 26.17 na 28.65 0.2 120 7.0 18 16.5 5.6 41.12 na 35.91 0.2 120 7.0 19 16.5 5.6 49.72 na 39.49 0.2 120 7.0 5 16.5 50.01 na 9 16.5 52.19 na 15 16.5 56.36 na 10 16.5 57.7 na 20 16.5 57.09 na 21 16.5 60.66 na 22 16.5 60.91 na 23 16.5 59.16 na 24 16.5 61.23 na 25 16.5 66.82 na 26 16.5 68.06 na 27 16.5 71.64 na IRS 16.5 71.66 na BRS 16.5 71.95 na UG1 16.5 78.94 na UG2 16.5 78.96 na HOSE 16.5 79.0 na CON 16.5 79.32 na 250.0 The maximum velocity is 21.09 and it occurs in the pipe between nodes 2 and 3 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Services Page 4 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Fe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 16.500 5.60 27.63 1 0.0 11.917 120 24.342 to 0.0 0.0 0.0 2 16.500 27.63 1.049 0.0 11.917 0.2366 2.820 Vet = 10.26 2 16.500 5.60 29.18 1 0.0 12.000 120 27.162 to 0.0 0.0 0.0 3 16.500 56.81 1.049 0.0 12.000 0.8978 10.774 Vel= 21.09 3 16.500 5.60 34.50 1.25 2E 6.0 9.500 120 37.936 to 0.0 6.000 0.0 4 16.500 91.31 1.38 0.0 15.500 0.5681 8.805 Vet = 19.59 4 16.500 5.60 38.28 1.5 0.0 6.375 120 46.741 to 0.0 0.0 0.0 5 16.500 129.59 1.61 0.0 6.375 0.5125 3.267 Vet = 20.42 0.0 5 129.59 50.008 K Factor= 18.33 6 16.500 5.60 24.00 1 E 2.0 15.250 120 18.367 to 0.0 2.000 0.0 7 16.500 24.0 1.049 0.0 17.250 0.1824 3.146 Vel= 8.91 7 16.500 5.60 25.97 1 T 5.0 15.250 120 21.513 to 0.0 5.000 0.0 8 16.500 49.97 1.049 0.0 20.250 0.7081 14.340 Vet = 18.55 8 16.500 5.60 33.54 1.25 T 6.0 21.917 120 35.853 to 2E 6.0 12.000 0.0 9 16.500 83.51 1.38 0.0 33.917 0.4815 16.332 Vet = 17.91 0.0 9 . 83.51 52.185 KFactor= 11.56 11 16.500 5.60 26.45 1 E 2.0 12.417 120 22.301 to 0.0 2.000 0.0 12 16.500 26.45 1.049 0.0 14.417 0.2182 3.146 Vet = 9.82 12 16.500 5.60 28.24 1 T 5.0 12.500 120 25.447 to 0.0 5.000 0.0 13 16.500 54.69 1.049 0.0 17.500 0.8369 14.646 Vel = 20.30 13 16.500 5.60 35.46 1.25 1 6.0 9.750 120 40.093 to 0.0 6.000 0.0 14 16.500 90.15 1.38 0.0 15.750 0.5549 8.739 Vel= 19.34 14 16.500 5.60 39.14 1.5 T 8.0 6.750 120 48.832 to 0.0 8.000 0.0 15 16.500 129.29 1.61 0.0 14.750 0.5102 7.526 Vet = 20.38 0.0 15 129.29 56.358 K Factor = 17.22 16 16.500 5.60 26.65 1 E 2.0 13.917 120 22.650 to 0.0 2.000 0.0 17 16.500 26.65 1.049 0.0 15.917 0.2213 3.523 Vet = 9.89 17 16.500 5.60 28.65 1 1 5.0 12.500 120 26.173 to 0.0 5.000 0.0 18 16.500 55.3 1.049 0.0 17.500 0.8541 14.947 Vet = 20.53 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Services Page 5 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 18 16.500 5.60 35.91 1.25 T 6.0 9.167 120 41.120 to 0.0 6.000 0.0 19 16.500 91.21 1.38 0.0 15.167 0.5670 8.599 VeI= 19.56 19 16.500 5.60 39.49 1.5 T 8.0 6.167 120 49.719 to 0.0 8.000 0.0 20 16.500 130.7 1.61 0.0 14.167 0.5206 7.375 Vet = 20.60 0.0 20 130.70 57.094 KFactor= 17.30 5 16.500 129.59 2 E 6.153 11.500 . 120 50.008 to 0.0 6.153 0.0 9 16.500 129.59 2.157 0.0 17.653 0.1233 2.177 Vel= 11.38 9 16.500 83.51 2 T 12.307 5.500 120 52.185 to 0.0 12.307 0.0 10 16.500 213.1 2.157 0.0 17.807 0.3095 5.511 Vel= 18.71 0.0 10 213.10 57.696 K Factor= 28.06 15 16.500 129.29 2 E 6.153 4.750 120 56.358 to 0.0 6.153 0.0 10 16.500 129.29 2.157 0.0 10.903 0.1227 1.338 Vel= 11.35 10 16.500 213.09 4 E 13.167 40.750 120 57.696 to 0.0 13.167 0.0 23 16.500 342.38 4.26 0.0 53.917 0.0271 1.459 Vet = 7.71 0.0 23 342.38 59.155 K Factor= 44.52 20 16.500 130.70 2 E 6.153 10.000 120 57.094 to T 12.307 18.460 0.0 21 16.500 130.7 2.157 0.0 28.460 0.1253 3.566 Vel = 11.48 21 16.500 0.0 4 E 13.167 41.500 120 60.660 to 0.0 13.167 0.0 22 16.500 130.7 4.26 0.0 54.667 0.0046 0.249 Vet = 2.94 22 16.500 0.0 4 E 13.167 30.500 120 60.909 to T 26.334 39.501 0.0 24 16.500 130.7 4.26 0.0 70.001 0.0045 0.318 Vet = 2.94 0.0 24 130.70 61.227 KFactor= 16.70 23 16.500 342.38 4 2E 26.334 50.250 120 59.155 to 0.0 26.334 0.0 24 16.500 342.38 4.26 0.0 76.584 0.0271 2.072 Vet = 7.71 24 16.500 130.70 4 T 26.334 87.333 120 61.227 to 0.0 26.334 0.0 25 16.500 473.08 4.26 0.0 113.667 0.0492 5.594 Vel= 10.65 25 16.500 0.0 4 E 13.167 11.958 120 66.821 to 0.0 13.167 0.0 26 16.500 473.08 4.26 0.0 25.125 0.0492 1.237 Vet = 10.65 26 16.500 0.0 4 E 13.167 59.667 120 68.058 to 0.0 13.167 0.0 27 16.500 473.08 4.26 0.0 72.834 0.0492 3.584 Vet = 10.65 Computer Programs by Hydratec Inc. Revision: 50.52.1 , Final Calculations - Hazen-Williams VFS Fire & Security Services Page 6 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe C Fact Pt to or Ftngs Pe ******* Notes Node2 Etev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 27 16.500 0.0 4 0.0 0.333 120 71.642 to 0.0 0.0 0.0 TRS 16.500 473.08 4.26 0.0 0.333 0.0480 0.016 Vet = 10.65 TRS 16.500 0.0 4 0.0 6.000 120 71.658 to 0.0 0.0 0.0 BRS 16.500 473.08 4.26 0.0 6.000 0.0492 0.295 Vel = 10.65 BRS 16.500 0.0 4 3E 39.501 102.500 120 71.953 to 0.0 39.501 0.0 UG1 16.500 473.08 4.26 0.0 142.001 0.0492 6.988 Vet = 10.65 UG1 16.500 0.0 8 0.0 14.250 140 78.941 to 0.0 0.0 0.0 UG2 16.500 473.08 8.27 0.0 14.250 0.0015 0.021 Vel = 2.83 UG2 16.500 0.0 10 T 55.931 1.000 150 78.962 to 0.0 55.931 0.0 HOSE 16.500 473.08 9.42 0.0 56.931 0.0007 0.039 Vet = 2.18 HOSE 16.500 0.0 10 2F 24.61 444.000 150 79.001 to 0.0 24.609 0.0 CON 16.500 473.08 9.42 0.0 468.609 0.0007 0.320 Vet = 2.18 250.00. Qa= 250.00 CON 723.08 79.321 K Factor = 81.19 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security Services Page 7 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Fitting Legend Abbrev. Name 1/2 3,4 1 1% 1% 2 21,4 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 I NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 V '2.• UPRIGHT PENDENT HORIZONTAL . LPCICE SIDEWALL HORIZONTAL SIDEWALL i STANDARD RESPONSE) AiJTOMATTC SPRINKLERS GL SERIES UPRIGHT. PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL --- - -- -- r% AkEr rrArIr%AI UONVENTION.4L (ULD TYLE) u ri-i ti.iiv The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design -requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible. glass ampule that contains a precisely measured amount of fluid. When, heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA • See reverse side for Approvals and Specifications. *Temperature Ratings - 135°F (570C), 155°F (680C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) 500°F (260°C) Available Upon Request Without Approvals 'Water Working Pressure Rating -175 psi (12 Bars) o Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass e Screw -brass Lodgement Spring - stainless steel . Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION LA AVAILABLE L R BULB COLOR N.F.P.A. MAXIMUM SPRINKLER TEMPERATURES CEILING TEMPERATURE ORDINARY 135F/155cF 57 CI68C ORANGE/RED liD'S F SOC 15 F1200 F ' C/93 C YELLOW/GREEN 150"T bC 'HIGH 286T 141 C BLUE 225 F 107"C EXTRA HIGH 360T 182'C MAUVE ' 300"F 149'C ULTRA HIGH ' 500'F 2601 C BLACK 475T 2461C 4077 AIRPARK DRIVE,.STANDISH, MICHIGAN 48658 989-846-4583. FAX 989-8469231 JULY 2012 : • A-65 BULLETIN GL5661, REV. #6 clSTANDA Rb`RESPRONSE) A UTOMA TIC SPRINKLERS GL SERIES UPRIGHr PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2' NPT 1/2" NPT 2 1/4" (5.7 cm) 2 1/4" (5.7 cm) (FitorvBri Chrome (80 metric) _______ (1/2'Nf]) 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 2'3 Wax Coated 2,3.4 8.1 (116 metric) 3/4" NPT 12 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175° F 200°F 286°F °°360°F *500F cULus FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - . X UPRIGHT (G156 ALL X X X X X X X X X X X GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - X GL4251 4.2 LH X ' X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALL GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X X - - x SIDEWALL GL5671a 5.6 LH/OH X .)( X X X X X - - ,X X - GL8171 8.1 LH/OH X X X X X X X X — — — - CONVENTIONAL GL5668 5.6 LH/OH X X X X X X I X — - X X — (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X — - x — 1 SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPAI3 AND ANY OTHER RELATED DOCUMENTS § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9 MIN. SPACING. * flfl°F AVAIl ARI F lIP(J RFOIIFST WITH NO APPRflVAI S 360°F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD 1/2 NPT ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4") C `E L " F1fi'E SPfi(tfR tORPOTN 0).8 JULY 2012 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price ListTerms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com BULLETIN GL5661, REV. #5 PRINTED U.S.A. - - Fire Protection by Computer Design VFS Fire & Security Services 501 W. Southern Ave. Orange, CA 92865 Job Name : THE SHOPPES AT CARLSBAD Drawing : FP-9 Location : 501 W. SOUTHERN AVE. Remote Area : SYS-lO AREA 2 Contract : 163173 Data File : SECOND LEVEL SYS-10 AREA 2.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 VFS Fire & Security Services Page 1 THE SHOPPES AT CARLSBAD Date 05-10-2017 HYDRAULIC CALCULATIONS for Project name: THE SHOPPELS AT CARLSBAD Location: 501 W. SOUTHERN AVE. Drawing no: FP-3.1 Date: 05-10-2017 Design Remote area number: SYS-lO AREA 2 Remote area location: EAST Occupancy classification: OH-2 Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 130 In-rack demand: 0 - GPM Hose streams: 250 - GPM Total water required (including hose streams): 0 - G PM Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 04-05-2017 Location: MARRON RD. WEST OF PLAZA DRIVE (WESTFIELD PLAZA) Source: HYDRANT NUMBER; H60994 Name of contractor. VFS Fire & Security Services Address: 501 W. Southern Ave. I Orange, CA 92865 I Phone number: (714)778-6090. Name of designer: OMAR ALVAREZ Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) -10% FROM PRESSURES -10% WAS DEDUCTED FROM EXISTING STATIC AND RESIDUAL PRESSURES Computer Programs by Hydratec Inc. Revision: 50.52.1 :uoiSiAeU -oul Oe4eJpAH Aq SWeJbOJd Ja4ndw03 (cgi. v N )Mo1I 092.9 0009 OSZS 0091v 09LE 000 OSZZ 0091. 092. ........,_ 'a 01. _______________ ______________ 0 _________ _______ _____ - 0z _________________ - oc 09 09 za 09 S 06 001. 0H. o1.d 01. 0i1. 091. 99 : U!6Je!/\JAeeS 99L149: puewe weisAg - o9: (puewea ) 8SO 990L : OJflSS8Jd wa4sAs - ZCI 0909 : MOld ienpisel - Zo 99Lti99: MOld we4sAg - 9L :eJnsseJd lenpseH - zo 91.°L : UO!Ael - LO 8Z8 : ejnssej !S - 1.3 :puewea :Aiddng JWM Ai LI.OZ-01.-90 eisa 0 V8S11V31VSddOHSJH± 96e 0 seoes Awn3es 9 aii7i SdA o,unj Aiddn ioep Pressure I Flow Summary - STANDARD VFS Fire & Security Services Page 3 THE SHOPPES AT CARLSBAD Date 05-10-2017 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. ARM1 16.5 5.6 21.56 na 26.0 0.2 130 7.0 1 16.5 K= K @ HD1 23.88 na 26.0 2 16.5 K= K@ HD1 24.08 na 26.11 3 16.5 K= K@ HD1 24.81 . na 26.5 4 16.5 K= K@ HD1 26.37 na 27.32 5 16.5 K= K@ HD1 29.08 na 28.69 6 16.5 K= K@ HD1 33.3 na 30.7 7 16.5 K= K@ HD1 41.2 na 34.15 9 16.5 K= K@ HD1 23.93 na 26.02 10 16.5 K= K@ HD1 24.13 na 26.13 11 16.5 K= K @ HD1 24.86 na 26.53 12 16.5 K= K @ HD1 26.42 na 27.35 13 16.5 K= K@ HD1 29.13 na 28.72 14 16.5 K= K @ HD1 33.36 na 30.73 15 16.5 K=K@HD1 41.27 na 34.18 17 16.5 K= K@ HD1 36.03 na 31.94 18 16.5 K= K @ HD1 36.32 na 32.07 19 16.5 K= K @ HD1 37.39 na 32.53 20 16.5 K= K @ HD1 39.67 na 33.51 21 16.5 K= K @ HD1 44.74 na 35.59 8 16.5 51.69 na 16 16.5 51.78 na 22 16.5 52.17 na 23 16.5 56.76 na 24 16.5 61.77 na 25 16.5 63.82 na TRS 16.5 63.84 na BRS 16.5 63.9 na UG1 16.5 65.41 na UG2 16.5 65.44 na HOSE 16.5 65.5 na CON 0.0 73.09 na 250.0 The maximum velocity is 28.83 and it occurs in the pipe between nodes 15 and 16 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Services Page 4 THE SHOPPES AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ARMI 16.500 5.60 26.00 1 T 5.0 6.000 120 21.556 to 0.0 5.000 0.0 HD1 16.500 26.0 1.049 0.0 11.000 0.2115 2.326 Vel = 9.65 0.0 HD1 26.00 23.882 K Factor = 5.32 1 16.500 5.32 26.00 1.5 0.0 9.500 120 23.882 K= K@ HD1 to 0.0 0.0 0.0 2 16.500 26.0 1.682 0.0 9.500 0.0212 0.201 Vel = 3.75 2 16.500 5.32 26.11 1.5 0.0 9.500 120 24.083 K= K@ HD1 to 0.0 0.0 0.0 3 16.500 52.11 1.682 0.0 9.500 0.0768 0.730 Vel = 7.52 3 16.500 5.32 26.50 1.5 0.0 9.500 120 24.813 K = K @ HD1 to 0.0 0.0 0.0 4 16.500 78.61 1.682 0.0 9.500 0.1642 1.560 Vel= 11.35 4 16.500 5.32 27.32 1.5 0.0 9.500 120 26.373 K= K@ HD1 to 0.0 0.0 0.0 5 16.500 105.93 1.682 0.0 9.500 0.2853 2.710 Vel = 15.30 5 16.500 5.32 28.70 1.5 0.0 9.500 120 29.083 K= K@ HD1 to 0.0 0.0 0.0 6 16.500 134.63 1.682 0.0 9.500 0.4444 4.222 Vel = 19.44 6 16.500 5.32 30.70 1.5 T 9.9 2.250 120 33.305 K = K @ HD1 to 0.0 9.900 0.0 7 16.500 165.33 1.682 0.0 12.150 0.6498 7.895 Vel = 23.87 7 16.500 5.32 34.15 1.5 T 9.9 1.500 120 41.200 K=K@HD1 to 0.0 9.900 0.0 8 16.500 199.48 1.682 0.0 11.400 0.9198 10.486 Vel = 28.80 0.0 8 199.48 51.686 K Factor= 27.75 9 16.500 5.32 26.02 1.5 0.0 9.500 120 23.925 K K @ HD1 to 0.0 0.0 0.0 10 16.500 26.02 1.682 0.0 9.500 0.0213 0.202 Vel = 3.76 10 16.500 5.32 26.14 1.5 0.0 9.500 120 24.127 K=K@HDI to 0.0 0.0 0.0 11 16.500 52.16 1.682 0.0 9.500 0.0768 0.730 Vel = 7.53 11 16.500 5.32 26.52 1.5 0.0 9.500 120 24.857 K=K@HD1 to . 0.0 0.0 0.0 12 16.500 78.68 1.682 0.0 9.500 0.1645 1.563 Vel = 11.36 12 16.500 5.32 27.35 1.5 0.0 9.500 120 26.420 K= K@ HD1 to 0.0 0.0 0.0 13 16.500 106.03 1.682 0.0 9.500 0.2858 2.715 Vel = 15.31 13 16.500 5.32 28.72 1.5 0.0 9.500 120 29.135 K= K@ HD1 to 0.0 0.0 0.0 14 16.500 134.75 1.682 0.0 9.500 0.4451 4.228 Vel = 19.46 14 16.500 5.32 30.73 1.5 T 9.9 2.250 120 33.363 K = K @ HD1 to 0.0 9.900 0.0 15 16.500 165.48 1.682 0.0 12.150 0.6509 7.909 Vel= 23.89 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Services Page 5 THE SHOPPES AT CARLSBAD Date 05-10-2017 Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 15 16.500 5.32 34.18 1.5 1 9.9 1.500 120 41.272 K=K©HD1 to 0.0 9.900 0.0 16 16.500 199.66 1.682 0.0 11.400 0.9213 10.503 Vet= 28.83 0.0 16 199.66 51.775 KFactor= 27.75 17 16.500 5.32 31.94 1.5 0.0 9.500 120 36.030 K=K@HD1 to 0.0 0.0 0.0 18 16.500 31.94 1.682 0.0 9.500 0.0309 0.294 Vet = 4.61 18 16.500 5.32 32.06 1.5 0.0 9.500 120 36.324 K=K@HD1 to 0.0 0.0 0.0 19 16.500 64.0 1.682 0.0 9.500 0.1123 1.067 Vet= 9.24 19 16.500 5.32 32.53 1.5 0.0 9.500 120 37.391 K= K@ HD1 to 0.0 0.0 0.0 20 16.500 96.53 1.682 0.0 9.500 0.2402 2.282 Vet = 13.94 20 16.500 5.32 33.51 1.5 T 9.9 2.250 120 39.673 K= K@ HD1 to 0.0 9.900 0.0 21 16.500 130.04 1.682 0.0 12.150 0.4168 5.064 Vet = 18.78 21 16.500 5.32 35.59 1.5 T 9.9 1.500 120 44.737 K = K @ HD1 to 0.0 9.900 0.0 22 16.500 165.63 1.682 0.0 11.400 0.6521 7.434 Vet = 23.92 0.0 22 165.63 52.171 KFactor= 22.93 8 16.500 199.48 4 0.0 8.958 120 51.686 to 0.0 0.0 0.0 16 16.500 199.48 4:26 0.0 8.958 0.0099 0.089 Vet = 4.49 16 16.500 199.66 4 0.0 11.000 120 51.775 to . 0.0 0.0 0.0 22 16.500 399.14 4.26 0.0 11.000 0.0360 0.396 Vet = 8.98 22 16.500 165.63 4 I 9.217 58.000 120 52.171 to 0.0 9.217 0.0 23 16.500 564.77 . 4.26 0.0 67.217 0.0683 4.590 Vet = 12.71 23 16.500 0.0 4 I 9.217 64.166 120 56.761 to 0.0 9.217 0.0 24 16.500 564.77 4.26 0.0 73.383 0.0683 5.012 Vet = 12.71 24 16.500 0.0 4 I 9.217 20.792 120 61.773 to 0.0 9.217 0.0 25 16.500 564.77 4.26 0.0 30.009 0.0683 2.049 Vet = 12.71 25 16.500 0.0 4 0.0 0.333 120 63.822 to 0.0 0.0 0.0 TRS 16.500 564.77 4.26 0.0 0.333 0.0691 0.023 Vet = 12.71 IRS 16.500 0.0 6 0.0 6.000 120 63.845 to 0.0 0.0 0.0 BRS 16.500 564.77 6.357 0.0 6.000 0.0097 0.058 Vet = 5.71 BRS 16.500 0.0 6 3E 52.808 102.500 120 63.903 to 0.0 52.808 0.0 UG1 16.500 564.77 6.357 0.0 155.308 0.0097 1.510 Vet = 5.71 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Services Page 6 THE SHOPPES AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UGI 16.500 0.0 8 0.0 14.250 140 65.413 to 0.0 0.0 0.0 UG2 16.500 564.77 8.27 0.0 14.250 0.0020 0.029 Vet = 3.37 UG2 16.500 to HOSE 16.500 HOSE 16.500 to CON 0 CON 0.0 10 1 55.931 1.000 0.0 55.931 564.77 9.42 0.0 56.931 0.0 10 2F 24.61 444.000 0.0 24.609 564.77 9.42 0.0 468.609 250.00 814.77 150 65.442 0.0 0.0009 0.054 Vel = 2.60 150 65.496 7.146 0.0009 0.444 Vet = 2.60 Qa= 250.00 73.086 KFactor= 95.31 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security Services Page 7 THE SHOPPES AT CARLSBAD V Date 05-10-2017 Filling Legend Abbrev. Name % % 1 1/ 11/2 2 21/2 3 3V2 4 5 6 8 10 12 14 16 18 20 24 E NFPA139O'StandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 T NFPA139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 STANDARD RESPONSE - — AuTOMATiC SPRINkLE !S _GL SERIES UPRIGHT). PENDENT FE SPRINKLER CPORATION . VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION ' CONVENTIONAL (OLD STYLE). The Globe GL Series Sprinkler is a low profile yet durable design which utilizesa frangible-glass ampule f/4 as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can: be installed wherever standard spray sprinklers are . specified. This sprinkler series is available in various ' Styles, orifices, temperature ratings and finishes to UPRIGHT •' CONVENTIO meet varying design requirements. ' NAL The heart of Globe's, GL Series sprinkler proven ,. actuating assembly is a hermetically sealed frangible glass ampule that contains a 'precisely' measured. e amount of fluid When heat is absorbed, the liquid r'\ -- within the bulb expands increasing the internal , pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the ;. glass causing the glass to shatter. This results in water ,,•- . discharge which is distributed in an approved pattern •. depending upon the deflector style used. PENDENT VERTICAL TECHNICAL DATA ' ' SIDEWALL See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (930C), 286°F (1410C), 360°F (182°C) P1 i• 500°F (260°C) Available Upon Request Without Approvals * I ..Water Working Pressure Rating -175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) ' HORIZONTAL LPG/GE SIDEWALL ' HORIZONTAL Maximum low temperature glass bulb rating is -67'F (-55 C) SIDEWALL Frame - bronze • Deflector - brass • Screw - brass ' Lodgement Spring - stainless steel Bulb seat - copper * Spring - nickel alloy • Seal - teflon ' Bulb - glass with' glycerin solution, 5mm size SPRINKLER TEMPERATURERATINGICLASSIFICATION and COLOR CODING AVAILABLE N.F.P.A. MAXIMUM CLASSIFICATION SPRINKLER TEMPERATURES BULB COLOR ' ' CEILING TEMPERATURE ORDINARY 135T(155°F 57'"C/68 'C ORANGE/RED " 100F " 38"1C NJERMEDIAJ1 r F 200 F 79 C19 C 'YELLOW/GREEN 160T 661-C' HIGH 236F 141°C BLUE 225°F 10' C EXTRA HIGH 360 'F 182:C MAUVE ' 300'F 149 C ULTRA HIGH ' 500'F 260'C ,BLACK 475 F 246"C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 ' 989-846-4583. FAX 989-846-9231 JULY 2012 ' , A-65 ' BULLETIN GL5661, REV. #6 CqTANDARD RESPRONSEj AuToMAiTCSPkifiKLERs GL SERIES CUPRIGHT. PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2 NPT 2 1/4 (5.7 cm) FactoryBronz 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) Chrome (80 metric) (1/2 NPTJ 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 2,3 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7/16' (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F °°360°F *500F c ULus FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT i:51 C&D6 ALL X X X ) X X X X X X X X GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL I X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X x - - - X GL4251 4.2 LH X X X X X X X )( - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL I X X X X x X I X X X X X X VERTICAL GL5675 5.6 LH X X X x X X X X X - - X SIDEWALLt GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X )( X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X x - - X SIDEWALL GL5671a 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X XFx (OLD X X X X - - STYLE) GL8169 8.1 LH/OH X X X X X X X --XX - 1 SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4' TO 12' BELOW THE CEILING, FM APPROVED 4° TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. 360°F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD 1/2" NPT UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. 500°F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY -Quantity • Model Number . Style Orifice • Thread Sizes . Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4") GLk)BE ME SP1IHKtffi WRPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 F. Wi I.E. I - - - Fire Protection by Computer Design VFS Fire & Security Services 501 W. Southern Ave. Orange, CA 92865 Job Name : THE SHOPPELS AT CARLSBAD Drawing : FP-9 Location : 501 W. SOUTHERN AVE. Remote Area : SYS-10 AREA 1 Contract : 163173 Data File : SECOND LEVEL SYS-10 AREA 1.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 VFS Fire & Security Services Page 1 THE SHOP PELS AT CARLSBAD Date 05-10-2017 HYDRAULIC CALCULATIONS for Project name: THE SHOPPELS AT CARLSBAD Location: 501 W. SOUTHERN AVE. Drawing no: FP-3.1 Date: 05-10-2017 Design Remote area number: SYS-lO AREA 1 Remote area location: EAST Occupancy classification: OH-2 Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: No. of sprinklers calculated: 130 In-rack demand:• 0- GPM Hose streams: 250 - GPM Total water required (including hose streams): 0 - GPM @ 0 - Psi Type of system: WET Volume of &y or preaction system: - Gal Water supply information Date: 04-05-2017 Location: MARRON RD. WEST OF PLAZA DRIVE (WESTFIELD PLAZA) Source: HYDRANT NUMBER; H60994 Name of contractor. VFS Fire & Security Services Address: 501 W. Southern Ave. I Orange, CA 92865 I Phone number: (714)778-6090 Name of designer: OMAR ALVAREZ Authority having jurisdiction: Notes: (Include peaking information orgridded systems here.) -10% FROM PRESSURES -10% WAS DEDUCTED FROM EXISTING STATIC AND RESIDUAL PRESSURES Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Services Page 2 THE SHOPPELS AT CARLSBAD Date 05-10-2017 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation C2 - Residual Pressure: 37.8 D2 - System Flow : 610.03 C2 - Residual Flow : 6050 D2 - System Pressure : 70.932 Hose ( Demand) : 250 D3 - System Demand : 860.03 Safety Margin : 10.649 150 140 130 p120 R 11 E10° S O.) u 70 R 60 E S90 --:j-- 50 C2 40 30 20 10 7511500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Ptéssure / Flow Summary - STANDARD VFS Fire & Security Services Page 3 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. ARM1 16.5 5.6 21.56 na 26.0 0.2 130 7.0 1 16.5 5.6 22.03 na 26.29 0.2 120 7.0 2 16.5 K = K © HD1 24.52 na 26.0 3 16.5 Kr K @ HD1 39.92 na 33.18 4 16.5 5.6 49.97. na 39.59 0.2 120 7.0 5 16.5 5.6 57.8 na 42.58 0.2 120 7.0 7 16.5 5.6 34.05 na 32.68 0.2 120 7.0 8 16.5 5.6 37.28 na 34.19 0.2 120 7.0 9 16.5 5.6 49.42 na 39.37 0.2 120 7.0 10 16.5 5.6 59.32 na 43.13 0.2 120 7.0 12 16.5 5.6 31.4 na 31.38 0.2 120 7.0 13 16.5 5.6 34.4 na 32.84 0.2 120 7.0 14 16.5 5.6 45.66 na 37.84 0.2 120 7.0 15 16.5 5.6 54.86 na 41.48 0.2 120 7.0 17 16.5 5.6 34.11 na 32.71 0.2 120 7.0 18 16.5 5.6 37.34 na 34.22 0.2 120 7.0 19 16.5 5.6 49.5 na 39.4 0.2 120 7.0 20 16.5 5.6 59.41 na 43.17 0.2 120 7.0 6 16.5 65.64 na 11 16.5 65.65 na 16 16.5 65.68 na 21 16.5 65.76 na 99 16.5 66.55 na 100 16.5 68.14 na 101 16.5 68.51 na TRS 16.5 68.52 na BRS 16.5 68.58 na UG1 16.5 70.32 na UG2 16.5 70.36 na HOSE 16.5 70.42 na CON 16.5 70.93 na 250.0 The maximum velocity is 30.79 and it occurs in the pipe between nodes 15 and 16 Computer Programs by Hydratec Inc. Revision: 50.52.1 ED VFS Fire & Security Services Page 4 THE SHOPPELSAT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total PfIFt Pf ARM1 16.500 5.60 26.00 1 E 2.0 7.000 120 21.556 to T 5.0 7.000 0.0 HD1 16.500 26.0 1.049 0.0 14.000 0.2114 2.960 Vel= 9.65 0.0 HD1 26.00 24.516 K Factor = 5.25 1 16.500 5.60 26.29 1 0.0 11.500 120 22.035 to 0.0 0.0 0.0 2 16.500 26.29 1.049 0.0 11.500 0.2157 2.481 Vet = 9.76 2 16.500 5.25 26.00 1 0.0 20.000 120 24.516 K = K @ HD1 to 0.0 0.0 0.0 3 16.500 52.29 1.049 0.0 20.000 0.7700 15.401 Vet = 19.41 3 16.500 5.25 33.17 1.25 0.0 20.000 120 39.917 K = K @ HD1 to 0.0 0.0 0.0 4 16.500 85.46 1.38 0.0 20.000 0.5026 10.052 Vel= 18.33 4 16.500 5.60 39.59 1.25 T 6.0 1.708 120 49.969 to 0.0 6.000 0.0 5 16.500 125.05 1.38 0.0 7.708 1.0163 7.834 VeI= 26.82 5 16.500 5.60 42.57 1.5 T 8.0 1.500 120 57.803 to 0.0 8.000 0.0 6 16.500 167.62 1.61 0.0 9.500 0.8249 7.837 Vel = 26.42 0.0 6 167.62 65.640 K Factor= 20.69 7 16.500 5.60 32.68 1 0.0 10.000 120 34.052 to 0.0 0.0 0.0 8 16.500 32.68 1.049 0.0 10.000 0.3228 3.228 Vet = 12.13 8 16.500 5.60 34.19 1 0.0 10.000 120 37.280 to 0.0 0.0 0.0 9 16.500 66.87 1.049 0.0 10.000 1.2138 12.138 Vel= 24.82 9 16.500 5.60 39.37 1.25 T 6.0 7.167 120 49.418 to 0.0 6.000 0.0 10 16.500 106.24 1.38 0.0 13.167 0.7517 9.898 Vet= 22.79 10 16.500 5.60 43.13 1.5 T 8.0 1.500 120 59.316 to 0.0 8.000 0.0 11 16.500 149.37 1.61 0.0 9.500 0.6664 6.331 Vet= 23.54 0.0 11 149.37 65.647 KFactor= 18.44 12 16.500, 5.60 31.38 1 0.0 10.000 120 31.405 to 0.0 0.0 0.0 13 16.500 31.38 1.049 0.0 10.000 0.2994 2.994 Vel= 11.65 13 16.500 5.60 32.85 1 0.0 10.000 120 34.399 to . 0.0 0.0 0.0 14 16.500 64.23 1.049 0.0 10.000 1.1266 11.266 Vet= 23.84 14 16.500 5.60 37.84 1.25 T 6.0 7.167 120 45.665 to 0.0 6.000 0.0 15 16.500 102.07 1.38 0.0 13.167 0.6980 9.191 Vel= 21.89 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Services Page 5 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact ' Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pt 15 16.500 5.60 41.48 1.25 T 6.0 2.250 120 54.856 to 0.0 6.000 0.0 16 16.500 14155 1.38 0.0 8.250 1.3119 10.823 Vel = 30.79 0.0 16 . 143.55 65.679 K Factor = 17.71 17 16.500 5.60 32.71 1 0.0 10.000 . 120 34.111' to 0.0 0.0 ' 0.0 18 16.500 32.71 1.049 0.0 10.000 0.3232 3.232 Vel = 12.14 18 16.500 5.60 '34.22 1 0.0 10.000 120 37.343 to 0.0 0.0 0.0 19 16.500 66.93 1.049 0.0 10.000 1.2158 12.158 Vel= 24.85 19 16.500 5.60 39.40 1.25 T 6.0 7.167 120 49.501 to 0.0 6.000 0.0 20 16.500 106.33 1.38 0.0 13.167 0.7529 9.913 Vel = 22.81 20 16.500 5.60 43.16 1.5 T 8.0 1.500 120 59.414' to 0.0 8.000 0.0 21 16.500 149.49 1.61 0.0 9.500 0.6676 6.342 Vel = 23.56 0.0 21 149.49 65.756 K Factor 18.44 6 16.500 167.62 6 0.0 7.000 120 65.640 to 0.0 0.0 0.0 11 16.500 167.62 6.357 0.0 7.000 0.0010 0.007 Vel = 1.69 11 16.500 149.37 6 0.0 9.500 120 65.647 to 0.0 , 0.0 0.0 16 16.500 316.99 6.357 . 0.0 9.500 0.0034 0.032 Vel = 3.20 16 16.500 143.55 6 0.0 11.500 120 65.679 to 0.0 0.0 0.0 21 16.500' 460.54 6.357 0.0 11.500 0.0067 0.077 Vel = 4.66 21 16.500 149.49 6 I 12.573 58.500 120 65.756' to 0.0 12.573 0.0 99 16.500 610.03 6.357 0.0 71.073 0.0112 0.797 Vel = 6.17 99 16.500 0.0 6 I 12.573 128.875 120 66.553 to 0.0 12.573 0.0 100 16.500 610.03 6.357 0.0 141.448 0.0112 1.586 Vel= 6.17 100 16.500 0.0 6 I 12.573 20.708 120 68.139' to 0.0 12.573 0.0 101 16.500 610.03 6.357 0.0 33.281 0.0112 0.373 Vel = 6.17 101 16.500 0.0 6 0.0 0.333 120 68.512 to 0.0 0.0 0.0 TRS 16.500 610.03 6.357 0.0 0.333 0.0120 0.004 Vel = 6.17 TRS 16.500 0.0 6 0.0 6.000 120 68.516 to ' 0.0 0.0 0.0 BRS 16.500 610.03 6.357 0.0 6.000 0.0112 0.067 VeI= 6.17 BRS 16.500 0.0 6 3E 52.808 102.500 120 68.583 to 0.0 52.808 0.0 UG1 16.500 610.03 6.357 0.0 155.308 0.0112 1.741 '' Vel = 6.17 Computer Programs by Hydratec Inc. Revision: 50.52.1 Anal Calculations - Hazen-Williams VFS Fire & Security Services Page 6 THE SHOP PELS AT CARLSBAD Date 05-10-2017 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG1 16.500 0.0 8 0.0 14.250 140 70.324 to 0.0 0.0 0.0 UG2 16.500 610.03 8.27 0.0 14.250 0.0024 0.034 Vel = 3.64 UG2 16.500 0.0 10 T 55.931 1.000 150 70.358 to 0.0 55.931 0.0 HOSE 16.500 610.03 9.42 0.0 56.931 0.0011 0.062 Vel = 2.81 HOSE 16.500 0.0 10 2F 24.61 444.000 150 70.420 to 0.0 24.609 0.0 CON 16.500 610.03 9.42 0.0 468.609 0.0011 0.512 VeI= 2.81 250.00 Qa = 250.00 CON 860.03 70.932 K Factor= 102.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary C - VFS Fire & Security Services Page 7 THE SHOPPELS AT CARLSBAD Date 05-10-2017 Fitting Legend Abbrev. Name 1/2 3/ 1 1V4 11/2 2 21/2 3 3.4 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 90 Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units - US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 (STANDARD RESPONSE -" •. AUTOMATIC SPRINKLER S , tA GL SERIES , ( ! UPRIGHT. PENDENT FIRE SPRINKLER CORPORATION VERTICAL SIDEWALL, ; HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION . . CONVENTIONAL OLDSTYLE) The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as, the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be 'installed wherever standard spray sprinklers are' specified This sprinkler series is available in various I Styles, orifices,, temperature ratings and finishes .to CONVENTIONAL UPRIGHT ' Id C NAL meet varying design requirements. , , , . 0 0 The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured •,, amount of fluid., When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the 1 glass causing the glass toshatter. This results. inwater, , <. discharge which is distributed in an approved pattern depending upon the deflector style used. , PENDENT VERTICAL TECHNICAL DATA . , ' ' ,'. , ' ' ' SIDEWALL ''.See reverse side for,Approvals and Specifications. eTemperature Ratings - 135°F (57°C), 155°F (680C), 175°F (79°C), 200°F (93°C), 286°F (141°C) 360°F (182°C) ,r 500°F (260°C) Available Upon Request Without Approvals I oWater Working Pressure Rating -175 psi (12'Bars) ' ó Factory tested hydrostatically to 500 psi (34'Bars) ': , HORIZONTAL LPC/CE SIDEWALL HORIZONTAL Maximum low temperature glass bulb rating is -670F (-550C) , . SIDEWALL Frame - bronze • Deflector - brass o Screw - brass Lodgement Spring - stainless steel ° Bulb seat - copper • Spring'- nickel alloy o Seal - teflon Bulb - glass with glycerin solUtion, 5mm size , SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE . BULB COLOR N.F.P.A. MAXIMUM SPRINKLER TEMPERATURES CEILING TEMPERATURE ORDINARY- . 135 F 155 F 57"C/681"C ' ORANGE/RED 10SF - 38°C 175'F/200'F " C193 C YELLOW/GREEN 1 50'F 6 C HIGH 286'F 141 C , BLUE ' 225 F 107 C EXTRA HIGH 360!F 132 C , MAUVE 300°F 149-C ULTRA HIGH ' 50,0'F 260°C BLACK 475°F , 246°C 4077 AI'RPARK DRIVE, STANDISH, MICHIGAN 48658 ' , ' 989-846-4583. FAX 989846-9231 JULY 2012 . , A-65 . . BULLETIN GL5661, REV:46 A UTOMA TIC SPRINKLERS GL SERIES (GHT• PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2 NPT 1/2' NPT 2 1/4 (5.7 cm) 2 1/4' (5.7 cm) Chrome (J (80 metric) 2 1/4 (5.7 cm) White Polyester 7.8 (111 metric) 1/2' NPT 2 1/4" (5.7 cm) 2.3 Black Polyester Wax Coated 2.3.4 8.1 (116 metric) 3/4° NPT 2 7/16' (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F °360°F °500°F C ULus FM LPC CE NYC - DOS MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X -. - - X UPRIGHT j ALL X X X &J X X X X X X X X GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - X GL4251 4.2 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X S1DEWALL1 GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2. LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X X - - X SIDEWALL GL5671a 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 LI-I/OH X X X X X X X - - X X - 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. 360°F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD 1/2" NPT PENDENT VERTICAL SIDEWALL 6 MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. 500°F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY -Quantity • Model Number • Style Orifice • Thread Sizes • Temperature ° Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4') GLk)BE GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 - - - Fire Protection by Computer Design VFS Fire & Security 501 W Southern Ave Orange CA., 92865 714-778-6070 Job Name : SHOPPES AT CARLSBAD Building PHASE II WEST Location : REMOTE AREA 3 (ROOM METHOD) System : SYSTEM 8 Contract H 163173 Data File : UPPER LEVEL WEST ROOM METHOD BULK MAIN .WXF. Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Page SHOPPES AT CARLSBAD Date 05/16/17 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation : 8.994 C2 - Residual Pressure: 37.8 D2 - System Flow : 214.992 C2 - Residual Flow : 6050 D2 - System Pressure : 61.149 Hose ( Demand) : 250 D3 - System Demand : 464.992 Safety Margin : 21.261 150 140 130 120 R110 E10° 90 S °' U 70 D R 60 E 50 :: 20 - 10 - ....l.I.I.I.I.I. .. ... I.... I. 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS Fire & Security Page 2 SHOPPES AT CARLSBAD Date 05/16/17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand - - Required Pressure CON 82.8 37.8 6050.0 82.409 464.99 61.149 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HD1 33.6 5.6 21.56 26.0 200 33.6 5.4 23.14 26.0 K=K @ HD2 201 33.6 5.4 25.26 27.16 K=K @ HD2 202 33.6 5.4 23.27 26.07 K=K @ HD2 203 33.6 5.4 25.39 27.24 K=K @ HD2 204 33.6 5.4 23.62 26.27 K=K @ HD2 205 33.6 5.4 25.78 27.44 K=K © HD2 206 33.6 5.4 24.61 26.81 K=K © HD2 207 33.6 5.4 26.84 28.0 K=K @ HD2 210 33.6 27.07 211 33.6 27.22 212 33.6 27.63 213 33.6 28.77 99 33.6 37.3 101 33.6 39.12 102 33.6 39.65 103 33.6 42.0 104 33.6 42.93 105 33.6 43.22 106 12.833 52.45 107 12.833 52.83 108 12.833 52.91 TRS 12.833 52.95 BRS 2.0 57.68 UG1 2.0 57.71 UG2 12.833 53.03 UG3 12.833 53.09 UG4 12.833 53.09 HOSE 12.833 53.11 DC1 12.833 53.12 DC2 12.833 61.13 CON 12.833 61.15 250.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Page 3 SHOPPES AT CARLSBAD Date 05/16/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD1 33.600 5.60 26.00 1 E 2.0 0.500 120 21.556 to T 5.0 7.000 0.0 HD2 33.600 26.0 1.049 0.0 7.500 0.2115 1.586 Vet = 9.65 0.0 HD2 26.00 23.142 KFactor= 5.40 200 33.600 5.4 26.00 1 0.0 10.000 120 23.142 K = K @ HD2 to 0.0 0.0 0.0 201 33.600 26.0 1.049 0.0 10.000 0.2114 2.114 Vel = 9.65 201 33.600 5.4 27.16 1.25 T 6.0 2.708 120 25.256 K = K @ HD2 to 0.0 6.000 0.0 210 33.600 53.16 1.38 0.0 8.708 0.2089 1.819 Vet = 11.40 0.0 210 53.16 27.075 K Factor = 10.22 202 33.600 5.4 26.07 1 0.0 10.000 120 23.269 K = K @ HD2 to 0.0 0.0 0.0 - 203 33.600 26.07 1.049 0.0 10.000 0.2125 2.125 Vel = 9.68 203 33.600 5.4 27.24 1.25 T 6.0 2.708 120 25.394 K = K @ HD2 to 0.0 6.000 0.0 211 33.600 53.31 1.38 0.0 8.708 0.2099 1.828 Vet = 11.44 0.0 211 53.31 27.222 KFactor= 10.22 204 33.600 5.4 26.27 1 0.0 10.000 120 23.624 K = K @ HD2 to 0.0 0.0 0.0 205 33.600 26.27 1.049 0.0 10.000 0.2156 2.156 Vet = 9.75 205 33.600 5.4 27.44 1.25 T 6.0 2.708 120 25.780 K = K @ HD2 to . 0.0 6.000 0.0 212 33.600 53.71 1.38 0.0 8.708 0.2128 1.853 Vel = 11.52 0.0 212 53.71 27.633 K Factor = 10.22 206 33.600 5.4 26.81 1 0.0 10.000 120 24.605 K = K @ HD2 to 0.0 0.0 0.0 207 33.600 26.81 1.049 0.0 10.000 0.2238 2.238 Vel = 9.95 207 33.600 5.4 28.00 1.25 T 6.0 2.708 120 26.843 K = K @ HD2 to 0.0 6.000 0.0 213 33.600 54.81 1.38 0.0 8.708 0.2209 1.924 Vel = 11.76 0.0 213 54.81 28.767 KFactor= 10.22 210 33.600 53.16 2.5 0.0 12.000 120 27.075 to . 0.0 0.0 0.0 211 33.600 53.16 2.469 0.0 12.000 0.0122 0.147 Vet = 3.56 .211 33.600 53.31 2.5 0.0 9.250 120 27.222 to 0.0 0.0 0.0 212 33.600 106.47 2.469 0.0 9.250 0.0444 0.411 Vet = 7.13 212 33.600 53.71 2.5 0.0 12.000 120 27.633 to 0.0 0.0 0.0 213 33.600 160.18 2.469 0.0 12.000 0.0945 1.134 Vel = 10.73 213 33.600 54.81 2.5 0.0 52.333 120 28.767 to 0.0 0.0 0.0 99 33.600 214.99 2.469 0.0 52.333 0.1630 8.528 Vet = 14.41 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 4 SHOPPES AT CARLSBAD Date 05/16/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 99 33.600 0.0 3 0.0 32.208 120 37.295 to 0.0 0.0 0.0 101 33.600 214.99 3.068 0.0 32.208 0.0566 1.822 Vel = 9.33 101 33.600 0.0 3.5 0.0 18.948 120 39.117 to . 0.0 0.0 0.0 102 33.600 214.99 3.548 0.0 18.948 0.0279 0.529 Vel = 6.98 102 33.600 0.0 3.5 2T 34.0 50.438 120 39.646 to 0.0 34.000 0.0 103 33.600 214.99 3.548 0.0 84.438 0.0279 2.353 Vel = 6.98 103 33.600 0.0 4 2T 40.0 22.000 120 41.999 to 0.0 40.000 0.0 104 33.600 214.99 4.026 0.0 62.000 0.0151 0.934 Vel = 5.42 104 33.600 0.0 5 3E 36.0 21.666 120 42.933 to 0.0 36.000 0.0 105 33.600 214.99 5.047 0.0 57.666 0.0050 0.289 Vel = 3.45 105 33.600 0.0 5 T 25.0 20.767 120 43.222 to 0.0 25.000 8.994 106 12.833 214.99 5.047 0.0 45.767 0.0050 0.230 Vel = 3.45 106 12.833 0.0 5 0.0 76.552 120 52.446 to 0.0 0.0 0.0 107 12.833 214.99 5.047 0.0 76.552 0.0050 0.383 Vel = 3.45 107 12.833 0.0 8 SE 90.0 68.916 120 52.829 to 0.0 90.000 0.0 108 12.833 214.99 7.981 0.0 158.916 0.0005 0.086 Vel = 1.38 108 12.833 0.0 8 2E 36.0 29.333 120 52.915 to 0.0 36.000 0.0 TRS 12.833 214.99 7.981 0.0 65.333 0.0005 0.035 Vel = 1.38 TRS 12.833 0.0 8 B 12.0 12.500 120 52.950 to S 45.0 57.000 4.692 BRS 2 214.99 7.981 0.0 69.500 0.0005 0.037 Vel = 1.38 BRS 2 0.0 8 T 35.0 2.000 120 57.679 to E 18.0 53.000 10.0 UG1 2 214.99 7.981 0.0 55.000 0.0005 0.029 Vel = 1.38 UGI 2 0.0 8 E 18.0 12.500 120 57.708 to 0.0 18.000 -4.692 UG2 12.833 214.99 7.981 0.0 30.500 0.0006 0.017 Vel = 1.38 UG2 12.833 0.0 8 2E 42.282 90.229 120 53.033 to 0.0 42.282 0.0 UG3 12.833 214.99 8.249 0.0 132.511 0.0005 0.061 Vel = 1.29 UG3 12.833 0.0 8 0.0 1.500 120 53.094 to 0.0 0.0 0.0 UG4 12.833 214.99 8.249 0.0 1.500 0 0.0 Vel = 1.29 UG4 12.833 0.0 8 0.0 58.000 140 53.094 to 0.0 0.0 0.0 HOSE 12.833 214.99 8.27 0.0 58.000 0.0003 0.020 Vel = 1.28 HOSE 12.833 0.0 8 E 28.468 2.000 140 53.114 to 0.0 28.468 0.0 DC1 12.833 214.99 8.27 0.0 30.468 0.0003 0.010 Vel = 1.28 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 5 SHOPPES AT CARLSBAD Date 05/16/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DC1 12.833 0.0 8 Zid 0.0 0.500 140 53.124 to 0.0 0.0 8.006 * Fixed Loss = 8.006 DC2 12.833 214.99 8.27 0.0 0.500 0.0020 0.001 Vel = 1.28 DC2 12.833 to CON 12.833 CON 0.0 10 4E 98.439 15.833 0.0 98.439 214.99 9.42 0.0 114.272 250.00 464.99 150 61.131 0.0 0.0002 0.018 Vel = 0.99 Qa = 250.00 61.149 KFactor= 59.46 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security Page 6 SHOPPES AT CARLSBAD Date 05/16/17 Fitting Legend Abbrev. Name 1/2 % 1 1Y4 11/2 2 2Y2 3 3Y2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zid Wilkins 350DA Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 'STANDARD RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHfl• PENDENT VERTICAL SIDEWALL. HORIZoNTAL SIDEWALL DESCRIPTION AND- OPERATION. CON VENTION4L (OLD STYLE) The Globe GL Series Sprinkler is a low profile yet ( durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler V. . provides an aesthetically -pleasing appearance, it can , be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to UPRIGHT meet varying design requirements. . CONVENTIONAL The, heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible . glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid '. within the bulb expands increasing the internal ' pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. PENDENT " VERTICAL TECHNICAL DATA ' . ,. SIDEWALL See reverse side for Approvals and Specifications. *Temperature .Ratings - 135°F (570C), 155°F (68°C), 175°F.(79°C), 200°F (930C), 286°F (141°C), 360°F (182°C) I cm flu-, .500°F (260°C) Available Upon Request Without Approvals .Water Working Pressure Rating - 175 psi (12 Bars) Facto'ry tested' hydrostatically to 500 psi (34 Bars) ' HORIZONTAL LPCICE Maximum low temperature glass bulb rating is -67°F (-55°C) SIDEWALL SIDEWALL . HORIZONTAL Frame - bronze f Deflector - brass . Screw - brass ' o Lodgement Spring - stainless steel Bulb seat - copper • Spring - nickel alloy o Seal - teflon . Bulb - glass with glycerin solution, 5mm size .. SPRINKLER - TEMPERATURE RATING/CLASSIFICATION and COLOR CODING' AVAILABLE' N.F.P.A. 'MAXIMUM CLASSIFICATION SPRINKLER TEMPERATURES, BULB COLOR CEILING TEMPERATURE ORDINARY 135°F115F 57°C188°C ORANGE/RED 10'6F 38°C REDLATE r5 F F CI93 C YELLOW/GREEN F HIGH 236F 141 C BLUE 225-F 107'C EXTRA HIGH 350'F 182 C MAUVE 300 F 149 C ULTRA HIGH 500'F 260"C BLACK ' 4_17 5`F 246'0 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 4658 989-846-4583. FAX 989-846-9231 JULY 2012 . ' 'A-65 ' BULLETIN GL5661, REV. #6 (qTANDARD RESPRoNSE ATJ1?YMAnCS _FR TNRLER S GL SERIES (UPIiIGHi '* PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2" NPT 1/2" NPT 2 1/4 (5.7 cm) 2 1/4 (5.7 cm) _______ r y cto B Chrome (80 metric) 2 1/4 (5.7 cm) White Polyester 7.8 (111 metric) 1/2' NPT 2 1/4" (5.7 cm) Black Polyester 23 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F '"360°F *500F C UL FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT Qjj) J ALL X X X ) X X X X X X X GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - X GL4251 4.2 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 751 ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALLt GL8176 8.1 LH X X X X X X X X - - - x GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL SIDEWALL GL5670 5.6 LH/OH X X X X X X X X X - - X GL5671m 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LHIOH X ,X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LHIOH X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 LHIOH X X X X X X X - - X X - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. °" 360°F NO FM APPROVALS § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, ALL: ALL HAZARDS FM APPROVED 4" TO 6" BELOW THE CEILING. OH: ORDINARY HAZARD ° INSTALL IN ACCORDANCE TO 0S5306 AND ANY OTHER RELATED DOCUMENTS. LH: LIGHT HAZARD PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * flfl°F AVAIl AI F IIPC)N RFC)LJFST WITH NC) APPRC)VAI S ORDERING INFORMATION SPECIFY -Quantity • Model Number . Style Orifice • Thread Sizes Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4") GliDE M SPfNKt1R CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be,defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price ListTerms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 F.W.Ll~mq - - Fire Protection by Computer Design VFS Fire & Security 501 W Southern Ave Orange CA., 92865 714-778-6070 Job Name : SHOPPES AT CARLSBAD Building : PHASE II WEST Location : REMOTE AREA 2 System : SYSTEM 8 Contract : 163173 Data File LOWER LEVEL WEST BULK MAIN.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C 1. VFS Fire & Security Page SHOPPES AT CARLSBAD Date 05/15/17 City Water Supply: . Demand: Cl - Static Pressure : 82.8 Dl - Elevation : 0.614 C2 - Residual Pressure: 37.8 D2 - System Flow : 463.713 C2 - Residual Flow : 6050 D2 - System Pressure : 70.615 Hose ( Demand) : 250 D3 - System Demand : 713.713 Safety Margin : 11.322 150 140 130 p120 R° E10° 590 : S ° LI - U 70 R 60 50 - C2 40 30 20 10 75l500 2250 3000 3750 4500 5250 6000 6750 FLOW (N ' 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS Fire & Security Page 2 SHOPPES AT CARLSBAD Date 05/15/17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CON 82.8 37.8 6050.0 81.937 713.71 70.615 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes - 1 14.25 5.6 21.56 26.0 2 14.25 5.6 23.02 26.87 3 14.25 5.6 31.66 31.51 4 14.25 5.6 36.08 33.64 5 14.25 5.6 40.14 35.48 6 14.25 46.22 X6 14.25 . 46.33 7 14.25 5.6 21.64 26.05 8 14.25 5.6 23.11 26.92 9 14.25 5.6 31.79 31.57 10 14.25 5.6 36.22 33.7 11 14.25 5.6 40.29 35.55 12 14.25 46.39 X12 14.25 46.51 13 14.25 5.6 22.4 26.51 14 14.25 5.6 23.92 27.39 15 14.25 5.6 32.88 32.11 16 14.25 5.6 37.46 34.27 17 14.25 5.6 41.66 36.14 18 14.25 47.95 X18 14.25 . 48.07 19 14.25 53.36 20 14.25 53.56 21 14.25 . 55.35 22 14.25 56.44 23 14.25 59.48 24 14.25 60.11 25 14.25 61.7 26 12.833 62.67 TRS 12.833 62.81 BRS 2.0 67.66 UG1 2.0 67.78 UG2 . 12.833 63.16 UG3 12.833 63.41 UG4 12.833 63.41 HOSE 12.833 63.49 DC1 12.833 63.54 DC2 12.833 70.54 CON 12.833 70.61 250.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Page 3 SHOPPES AT CARLSBAD Date 05/15/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Etev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 14.250 5.60 26.00 1 0.0 6.917 120 21.556 to 0.0 0.0 0.0 2 14.250 26.0 1.049 0.0 6.917 0.2115 1.463 Vel = 9.65 2 14.250 5.60 26.87 1 0.0 11.000 120 23.019 to 0.0 0.0 0.0 3 14.250 52.87 1.049 0.0 11.000 0.7859 8.645 Vet = 19.63 3 14.250 5.60 31.51 1.25 0.0 9.000 120 31.664 to 0.0 0.0 0.0 4 14.250 84.38 1.38 0.0 9.000 0.4909 4.418 Vel = 18.10 4 14.250 5.60 33.64 1.5 0.0 9.417 120 36.082 to 0.0 0.0 0.0 5 14.250 118.02 1.61 0.0 9.417 0.4310 4.059 Vel = 18.60 5 14.250 5.60 35.48 1.5 0.0 8.667 120 40.141 to 0.0 0.0 6.0 6 14.250 153.5 1.61 0.0 8.667 0.7009 6.075 Vel = 24.19 6 14.250 0.0 1.5 0.0 0.167 120 46.216 to 0.0 0.0 0.0 X6 14.250 153.5 1.61 0.0 0.167 0.7006 0.117 Vet = 24.19 X6 14.250 0.0 2 0.0 33.833 120 46.333 to 0.0 0.0 0.0 19 14.250 153.5 2.067 0.0 33.833 0.2076 7.024 Vet = 14.68 0.0 19 153.50 53.357 K Factor = 2 1. 01 7 14.250 5.60 26.05 1 0.0 6.917 120 21.641 to 0.0 0.0 0.0 8 14.250 26.05 1.049 0.0 6.917 0.2122 1.468 Vet = 9.67 8 14.250 5.60 26.92 1 0.0 11.000 120 23.109 to 0.0 0.0 0.0 9 14.250 52.97 1.049 0.0 11.000 0.7888 8.677 Vet = 19.66 9 14.250 5.60 31.57 1.25 0.0 9.000 120 31.786 to 0.0 0.0 0.0 10 14.250 84.54 1.38 0.0 9.000 0.4927 4.434 Vel = 18.13 10 14.250 5.60 33.71 1.5 0.0 9.417 120 36.220 to 0.0 0.0 0.0 11 14.250 118.25 1.61 0.0 9.417 0.4325 4.073 Vel = 18.64 11 14.250 5.60 35.54 1.5 0.0 8.667 120 40.293 to 0.0 0.0 0.0 12 14.250 153.79 1.61 0.0 8.667 0.7035 6.097 Vel = 24.24 12 14.250 0.0 1.5 0.0 0.167 120 46.390 to 0.0 0.0 0.0 X12 14.250 153.79 1.61 0.0 0.167 0.7066 0.118 Vel = 24.24 X12 14.250 0.0 2 0.0 33.833 120 46.508 to 0.0 0.0 0.0 20 14.250 153.79 2.067 0.0 33.833 0.2083 7.048 Vel = 14.70 0.0 20 153.79 53.556 KFactor= 21.01 13 14.250 5.60 26.51 1 0.0 6.917 120 22.405 to 0.0 0.0 0.0 14 14.250 26.51 1.049 0.0 6.917 0.2190 1.515 Vet = 9.84 Computer Programs by Hydratec Inc. Revision: 50.52.1 7 Fi nal Calculations - Hazen-Williams VFS Fire & Security Page 4 SHOPPES AT CARLSBAD Date 05/15/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt - to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 14 14.250 5.60 27.39 1 0.0 11.000 120 23.920 to 0.0 0.0 0.0 15 14.250 53.9 1.049 0.0 11.000 0.8145 8.959 Vet = 20.01 15 14.250 5.60 32.11 1.25 0.0 9.000 120 32.879 to 0.0 0.0 0.0 16 14.250 86.01 1.38 0.0 9.000 0.5086 4.577 Vet = 18.45 16 14.250 5.60 34.27 1.5 0.0 9.417 120 37.456 to 0.0 0.0 0.0 17 14.250 120.28 1.61 0.0 9.417 0.4464 4.204 Vet = 18.96 17 14.250 5.60 36.14 1.5 0.0 8.667 120 41.660 to . 0.0 0.0 0.0 18 14.250 156.42 1.61 0.0 8.667 0.7259 6.291 Vel = 24.65 18 14.250 0.0 1.5 0.0 0.167 120 47.951 to 0.0 0.0 0.0 X18 14.250 156.42 1.61 0.0 0.167 0.7246 0.121 Vel= 24.65 X18 14.250 0.0 2 0.0 33.833 120 48.072 to 0.0 0.0 0.0 21 14.250 156.42 2.067 0.0 33.833 0.2150 7.274 Vet = 14.96 0.0 21 156.42 55.346 KFactor= 21.03 19 14.250 153.50 3 0.0 6.583 120 53.357 to 0.0 0.0 0.0 20 14.250 153.5 3.068 0.0 6.583 0.0302 0.199 Vet = 6.66 20 14.250 153.79 3 E 7.0 9.333 120 53.556 to 0.0 7.000 0.0 21 14.250 307.29 3.068 0.0 16.333 0.1096 1.790 Vel = 13.34 21 14.250 156.42 3.5 E 8.0 1.500 120 55.346 to 0.0 8.000 0.0 22 14.250 463.71 3.548 0.0 9.500 0.1156 1.098 Vel = 15.05 22 14.250 0.0 3.5 T 17.0 9.250 120 56.444 to 0.0 17.000 0.0 23 14.250 463.71 3.548 0.0 26.250 0.1155 3.033 Vel = 15.05 23 14.250 0.0 3.5 0.0 5.469 120 59.477 to 0.0 0.0 0.0 24 14.250 463.71 3.548 0.0 5.469 0.1156 0.632 Vel = 15.05 24 14.250 0.0 5 0.0 76.552 120 60.109 to 0.0 0.0 0.0 25 14.250 463.71 5.047 0.0 76.552 0.0208 1.590 Vel = 7.44 25 14.250 0.0 8 5E 90.0 68.916 120 61.699 to 0.0 90.000 0.614 26 12.833 463.71 7.981 0.0 158.916 0.0022 0.354 Vel = 2.97 26 12.833 0.0 8 2E 36.0 29.333 120 62.667 to 0.0 36.000 0.0 TRS 12.833 463.71 7.981 0.0 65.333 0.0022 0.145 Vet = 2.97 TRS 12.833 0.0 8 B 12.0 12.500 120 62.812 to S 45.0 57.000 4.692 BRS 2 463.71 7.981 0.0 69.500 0.0022 0.155 Vet = 2.97 BRS 2 0.0 8 T 35.0 2.000 120 67.659 to E 18.0 53.000 0.0 UG1 2 463.71 7.981 0.0 55.000 0.0022 0.123 Vet = 2.97 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 5 SHOPPES AT CARLSBAD Date 05115/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Etev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG1 2 0.0 8 E 18.0 12.500 120 67.782 to 0.0 18.000 -4.692 UG2 12.833 463.71 7.981 0.0 30.500 0.0022 0.068 Vet = 2.97 UG2 12.833 0.0 8 2E 42.282 90.229 120 63.158 to 0.0 42.282 0.0 UG3 12.833 463.71 8.249 0.0 132.511 0.0019 0.252 Vel = 2.78 UG3 12.833 0.0 8 0.0 1.500 120 63.410 to 0.0 0.0 0.0 UG4 12.833 463.71 8.249 0.0 1.500 0.0013 0.002 Vet = 2.78 UG4 . 12.833 0.0 8 0.0 58.000 140 63.412 to . 0.0 0.0 0.0 HOSE 12.833 463.71 8.27 0.0 58.000 0.0014 0.082 Vel = 2.77 HOSE 12.833 0.0 8 E 28.468 2.000 140 63.494 to 0.0 28.468 0.0 DC1 12.833 463.71 8.27 0.0 30.468 0.0014 0.043 Vet = 2.77 DC1 12.833 0.0 8 Zid 0.0 0.500 140 63.537 to 0.0 0.0 7.002 * Fixed Loss = 7.002 DC2 12.833 463.71 8.27 0.0 0.500 0.0020 0.001 Vet = 2.77 DC2 12.833 0.0 10 4E 98.439 15.833 150 70.540 to 0.0 98.439 0.0 CON 12.833 463.71 9.42 0.0 114.272 0.0007 0.075 Vet = 2.13 250.00 Qa = 250.00 CON 713.71 70.615 KFactor= 84.93 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary 10 VFS Fire & Security Page 6 SHOPPES AT CARLSBAD Date 05/15/17 Fitting Legend Abbrev. Name /z % 1 114 1Y2 2 21/2 3 3/z 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139O'StandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zid Wilkins 350DA Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 STANDARD RESPONSE AuToMIc AT SPFiNKLERS' GL 'SERIES UPRIOHT)• PENDEN'T' VERTICAL SIDEWALL HoRizoN TA L SIDEWALL CONVENTIONAL (OLD STYLE) .A ¶ . - •. UPRIGHT'' CONVENTIONAL VERTICAL SIDEWALL DESCRIPTION AND OPERATION The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard, spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and'finishes to meet varying 'design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed,the liquid within the. bulb expands increasing the 'internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA . ' See reverse side for Approvals and Specifications. oTempérature Ratings - 135°F (57°C), 155°F (680C), • ' . , 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) -7' • 500°F (260°C) Available Upon Request Without Approvals, *Water Working Pressure Rating -175 psi (12 Bars) . Factory tested hydrostatically to 50.0 psi (34 Bars) HORIZONTAL LPCICE Maximum low temperature glass bulb rating is -67°F (-55°C) . SIDEWALL HORIZONTAL SIDEWALL Frame - bronze o Deflector - brass • Screw, - brass Lodgement Spring - stainless steel Bulb seat - copper. Spring - nickel alloy • Seal - teflon' Bulb - glass with glycerin solution, 5mm'size SPRINKLER' TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE ' . . N.F.P.A. MAXIMUM CLASSIFICATION SPRINKLER . TEMPERATURES , BU COLOR , CEILING TEMPERATURE ORDINARY 135 F 155 F 5 CCC C ' ORANGE/RED 10J F 33 1 C MEDE 175"F F 7 3 C YELLOW/GREEN 1 ' F 66'C HIGH 286 -F 141 C BLUE . 225T 107-C EXTRA HIGH 350 F 150 C . MAUVE 300,,F 149"C ULTRA HIGH 520°F 250°C BLACK , 475'F 246°C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583. FAX 989-846-9231 JULY 2012 . , A-65 BULLETIN GL5661, REV. #6 ~qTANDARD soiis j A UTOMA TIC SPRINKLERS GL SERIES (UPRIGHT} PENDENT • VERTICAL SIDEWALL HOPJZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2' NPT 1/2' NPT 2 1/4" (5.7 cm) 2 1/4' (5.7 cm) ______ Chrome (80 metric) 2 1/4' (5.7 cm) White Polyester 7.8 (111 metric) 1/2' NPT 2 1/4 (5.7 cm) Black Polyester 2.3 Wax Coated 2,3,4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. "WAX COATING cULus LISTED UP TO 200F ONLY. APPROVALS STYLE SIN K HAZARD' 135F 155SF 175F 2OOF 286F *36OF 5OOF UL FM LPC CE NYC - DOB MODEL FACTOR 57CC 68CC 79C 93CC 141 CC 182CC 260C MEA 101-92-E GL2861 2.6 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - . x UPRIGHT (L56j ALL X X X X X X X X X x X GL8161 7.8' ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - X GL4251 4.2 LH X X X X X X X X - - - X PENDENT GL5651 - 5.6 ALL X X X X X X X X X X X X GL8151 7.8' ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALLt GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X x X - - X SIDEWALL GL56710 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X - - X X - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. 360*F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD t1/2" NPT * UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * 500*F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2); P/N 312366 (3/4") GL:B E FE WfitE.R CUPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 - Fire Protection by Computer Design VFS Fire & Security 501 W Southern Ave Orange CA., 92865 714-778-6070 Job Name SHOPPES AT CARLSBAD Building : PHASE II WEST Location : REMOTE AREA 1 System : SYSTEM 8 Contract : 163173 Data File : 17 06 08 LOWER LEVEL NEW PIPE WEST;WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Page 1. SHOPPES AT CARLSBAD Date 05/11/17 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation : -1.227 C2 - Residual Pressure: 37.8 D2 - System Flow : 530.142 C2 - Residual Flow : 6050 D2 - System Pressure : 76.046 Hose ( Demand) : 250 03 - System Demand : 780.142 Safety Margin : 5.737 150 P140 130 120 R110 E100 S 90 C1 80 u 70 R 60 50 - C2 40 30 20 - 10 75911500 2250 3000 3750 4500 5250 6000 6750 .. FLOW (N1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS Fire & Security Page 2 SHOPPES AT CARLSBAD Date 05/11/17 SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CON 82.8 37.8 6050.0 81.783 780.14 76.046 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 1HD 14.167 5.6 21.56 26.0 1DRP 14.167 5.6 . 21.56 26.0 40 10.0 5.11 33.26 29.45 41 10.0 5.11 34.1 29.81 42 10.0 5.11 34.33 29.91 44 10.0 5.11 34.45 29.96 46 10.0 5.11 25.93 26.0 47 14.167 5.45 27.16 28.43 48 14.167 5.45 29.01 29.38 49 14.167 5.45 30.96 30.35 50 14.167 5.45 31.98 30.85 51 14.167 5.45 33.25 31.46 52 14.167 5.45 33.26 31.46 53 14.167 5.6 31.68 31.52 54 14.167 5.45 35.1 32.32 55 14.167 5.45 37.59 33.44 56 14.167 5.45 40.15 34.56 57 14.167 5.45 41.48 35.13 59 14.167 5.45 43.82 36.11 43 12.833 33.62 52A 12.833 34.55 58 12.833 44.65 26 12.833 68.16 TRS 12.833 68.34 BRS 2.0 73.23 UG1 2.0 73.39 UG2 12.833 68.79 UG3 12.833 69.11 UG4 12.833 69.11 HOSE 12.833 69.22 DC1 12.833 69.27 DC2 12.833 75.95 CON 12.833 76.05 250.0 Notes K=K @ 2DRP K=K @ 2DRP K=K@ 2DRP K=K @ 2DRP K=K © 2DRP K=K @ 2HD K=K @ 2HD K=K © 2HD K=K @ 2HD K=K @ 2HD K=K @ 2HD K=K @ 2HD K=K @ 2HD K=K @ 2HD K=K @ 2HD K=K @ 2HD Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Page 3 SHOPPES AT CARLSBAD Date 05/11/17 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1HD 14.167 5.60 26.00 1 T 5.0 0.500 120 21.556 to 0.0 5.000 0.0 2HD 14.167 26.0 1.049 0.0 5.500 0.2115 1.163 Vel = 9.65 0.0 2HD. 26.00 22.719 K Factor = 5.45 1DRP 14.167 5.60 26.00 1 E 2.0 13.708 120 21.556 to T 5.0 7.000 0.0 2DRP 14.167 26.0 1.049 0.0 20.708 0.2114 4.378 Vet = 9.65 0.0 2DRP 26.00 25.934 KFactor= 5.11 40 10 5.11 29.45 1.25 0.0 12.000 120 33.263 K=K@2DRP to 0.0 0.0 0.0 41 10 29.45 1.38 0.0 12.000 0.0700 0.840 Vet = 6.32 41 10 5.11 29.81 2 T 10.0 10.833 120 34.103 K=K@2DRP to 0.0 10.000 -1.227 43 12.833 59.26 2.067 0.0 20.833 0.0357 0.744 Vet = 5.67 0.0 43 59.26 33.620 K Factor= 10.22 42 10 5.11 29.91 2 0.0 12.000 120 34.326 K = K @ 2DRP to 0.0 0.0 0.0 44 10 29.91 2.067 0.0 12.000 0.0101 0.121 Vet = 2.86 44 10 5.11 29.97 2 T 10.0 1.000 120 34.447 K= K@ 2DRP to 0.0 10.000 -1.227 43 12.833 59.88 2.067 0.0 11.000 0.0364 0.400 Vet = 5.73 0.0 43 59.88 33.620 K Factor = 10.33 46 HO 5.11 26.00 1 E 2.0 12.333 120 25.934 K=K@2DRP to 0.0 2.000 -1.805 47 14.167 26.0 1.049 0.0 14.333 0.2115 3.031 Vet = 9.65 47 14.167 5.45 28.43 1.25 0.0 8.500 120 27.160 K = K @ 2HD to 0.0 0.0 0.0 48 14.167 54.43 1.38 0.0 8.500 0.2181 1.854 Vet =. 11.68 48 14.167 5.45 29.38 1.5 0.0 8.500 120 29.014 K = K @ 2HD to 0.0 0.0 0.0 49 14.167 83.81 1.61 0.0 8.500 0.2288 1.945 Vet = 13.21 49 14.167 5.45 30.35 2 0.0 8.500 . 120 30.959 K=K@2HD to 0.0 0.0 0.0 50 14.167 114.16 2.067 0.0 8.500 0.1201 1.021 Vet = 10.91 50 14.167 5.45 30.85 2 T 10.0 0.667 120 31.980 K = K @ 2HD to 0.0 10.000 0.578 52A 12.833 145.01 2.067 0.0 10.667 0.1868 1.993 Vet = 13.86 0.0 52A 145.01 34.551 KFactor= 24.67 51 14.167 5.45 31.46 2 0.0 . 0.667 120 33.255 K = K@ 2HD to 0.0 0.0 0.0 52 14.167 31.46 2.067 0.0 0.667 0.0105 0.007 Vet = 3.01 52 14.167 5.45 31.46 2 T 10.0 7.833 120 33.262 K = K © 2HD to 0.0 10.000 0.578 52A 12.833 62.92 2.067 0.0 17.833 0.0399 0.711 Vet = 6.02 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security . Page 4 SHOPPES AT CARLSBAD Date 05/11/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 52A 62.92 34.551 KFactor= 10.70 53 14.167 5.60 31.52 1 E 2.0 9.333 120 31.677 to 0.0 2.000 0.0 54 14.167 31.52 1.049 0.0 11.333 0.3019 3.421 Vel = 11.70 54 14.167 5.45 32.31 1.25 0.0 8.500 120 35.098 K = K @ 2HD to 0.0 0.0 0.0 55 14.167 63.83 1.38 0.0 8.500 0.2929 2.490 Vel = 13.69 55 14.167 5.45 33.45 1.5 0.0 8.500 120 37.588 K = K @ 2HD to 0.0 0.0 0.0 56 14.167 97.28 1.61 0.0 8.500 0.3015 2.563 Vel = 15.33 56 14.167 5.45 34.56 2 0.0 8.500 120 40.151 K = K @ 2HD to . 0.0 0.0 0.0 57 14.167 131.84 2.067 0.0 8.500 0.1566 1.331 Vel = 12.61 57 14.167 5.45 35.13 2 T 10.0 0.667 120 41.482 K = K @ 2HD to 0.0 10.000 0.578 58 12.833 166.97 2.067 0.0 10.667 0.2426 2.588 Vel = 15.96 0.0 58 166.97 44.648 KFactor= 24.99 59 14.167 5.45 36.11 2 T 10.0 7.833 120 43.816 K = K @ 2HD to 0.0 10.000 0.578 58 12.833 36.11 2.067 0.0 17.833 0.0142 0.254 Vel = 3.45 0.0 58 36.11 44.648 KFactor 5.40 43 12.833 119.14 2 0.0 7.167 120 33.620 to 0.0 0.0 0.0 52A 1.2.833 119.14 2.067 0.0 7.167 0.1299 0.931 Vel = 11.39 52A 12.833 207.92 2 0.0 12.000 120 34.551 to 0.0 0.0 0.0 58 12.833 327.06 2.067 0.0 12.000 0.8414 10.097 Vel = 31.27 58 12.833 203.08 2.5 4E 24.0 3.167 120 44.648 to 0.0 24.000 0.0 26 12.833 530.14 2.469 0.0 27.167 0.8654 23.509 Vel = 35.53 26 12.833 0.0 8 2E 36.0 29.333 120 68.157 to 0.0 36.000 0.0 TRS 12.833 530.14 7.981 0.0 65.333 0.0029 0.187 Vel = 3.40 TRS 12.833 0.0 8 B 12.0 12.500 120 68.344 to S 45.0 57.000 4.692 BRS 2 530.14 7.981 0.0 69.500 0.0028 0.198 Vel = 3.40 BRS 2 0.0 8 T 35.0 2.000 120 73.234 to E 18.0 53.000 0.0 UG1 2 530.14 7.981 0.0 55.000 0.0029 0.157 Vel = 3.40 UG1 2 0.0 8 E 18.0 12.500 120 73.391 to 0.0 18.000 -4.692 UG2 12.833 530.14 7.981 0.0 30.500 0.0029 0.087 Vel = 3.40 UG2 12.833 0.0 8 2E 42.282 90.229 120 68.786 to 0.0 42.282 0.0 UG3 12.833 530.14 8.249 0.0 132.511 0.0024 0.323 Vel = 3.18 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 5 SHOPPESAT CARLSBAD Date 05/11/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG3 12.833 0.0 8 0.0 1.500 120 69.109 to 0.0 0.0 0.0 UG4 12.833 530.14 8.249 0.0 1.500 0.0020 0.003 Vel = 3.18 UG4 12.833 0.0 8 0.0 58.000 140 69.112 to 0.0 0.0 0.0 HOSE 12.833 530.14 8.27 0.0 58.000 0.0018 0.105 Vel = 3.17 HOSE 12.833 0.0 8 E 28.468 2.000 140 69.217 to 0.0 28.468 0.0 DC1 12.833 530.14 8.27 0.0 30.468 0.0018 0.055 Vel = 3.17 DC1 12.833 0.0 8 Zid 0.0 0.500 140 69.272 to 0.0 0.0 6.676 * Fixed Loss = 6.676 DC2 12.833 530.14 8.27 0.0 0.500 0.0020 0.001 Vel = 3.17 DC2 12.833 0.0 10 4E 98.439 15.833 150 75.949 to 0.0 98.439 0.0 CON 12.833 530.14 9.42 0.0 114.272 0.0008 0.097 Vel = 2.44 250.00 Qa = 250.00 CON 780.14 76.046 KFactor= 89.46 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security Page 6 SHOPPES AT CARLSBAD Date 05/11/17 Fitting Legend Abbrev. Name 1,4 % 1 1'/4 11/2 2 21/z 3 31,4 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139OF)owthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zid Wilkins 350DA Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 UPRIGHT . I M-N A PENDENT VERTICAL SIDEWALL ! _011 HORIZONTAL LPCICE SIDEWALL HORIZONTAL SIDEWALL (STANDARD RESPONSE) AUTOMATIC SPRINKLERS GL SERIES UPRIGHT' PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION AND. OPERATION CONVENTIONAL (OLD STYLE) The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are. specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount offluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) 500°F (260°C) Available Upon Request Without Approvals *Water Working Pressure Rating -175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze, a Deflector - brass e Screw - brass oLodgement Spring - stainless steel Bulb seat - copper • Spring - nickel alloy *,Seal,- teflon Bulb - glass with glycerin solution, 5mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE N.F.P.A. MAXIMUM CLASSIFICATION SPRINKLER TEMPERATURES BULB COLOR CEILING TEMPERATURE ORDINARY - 135F/155 F 5 7 Cf08C ORANGE/RED 100-F • LNTERMED!ATE 17 5 F F I C YELLOW/GREEN 150'F 13 HIGH 236F 141 C BLUE 225F 107'C EXTRA HIGH 300 F 132 C MAUVE 300 F 149'C ULTRA HIGH 500F 260C BLACK 47.4 F 240 7 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 JULY 2012 • A-65 989-846-4583. FAX 989-8469231 BULLETIN GL5661, REV. #6 ~STANDA RD RESPRONSE) A UTOMA TIC SPRINKLERS GL SERIES UPRIGHTj. PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2 NPT 2 1/4" (5.7 cm) . •. 4.2 (59metnc) 1/2 NPT 2 1/4 (5.7 cm) .5j (80 metric) 1/2 NPT. 2 1/4 (5.7 cm) White Polyester 7.8 (111 metric) 1/2' NPT 2 1/4" (5.7 cm) Black Polyester 2.3 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN 1< HAZARD' 135°F 155°F 175°F 200°F 286°F ""360°F "500°F UL FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT C ALL X X X (. X X X X X X X X GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - X GL4251 4.2 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.81 ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWA,LL GL8176 8.1 LH X X X X X X X X - - - x GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X X - - X SIDEWALL GL5671a 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X - - X X - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPAI3 AND ANY OTHER RELATED DOCUMENTS. § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4° TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL 6 MIN. SPACING. 360°F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD t 1/2 NPT UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * 500°F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes . Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2'); P/N 312366 (3/4") GLBE ff1E $P1NLER OPPIOPATrnN GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 0 "" DESCRIPTION AND OPERATION *P C7, HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL STANDARD RESPONSE S A UTcMA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) UPRIGHT CONVENTIONAL The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are spec5ified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. eTemperature Ratings - 135°F (57°C), 155°F (80C), 175°F (790C), 200°F (93°C), 286°F (141°C), 360°F,(1 820C) '500°F (260°C) Available Upon Request Without Approvals 'Water Working Pressure'Rating - 175-psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze o Deflector -'brass e Screw - brass Lodgement Spring - stainless steel Bulb seat - copper. Spring - nickel alloy o Seal - teflon Bulb - glass with glycerin solution, 5mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE N.F.P.A. MAXIMUM CLASSIFICATION SPRINKLER TEMPERATURES BULB COLOR CEILING TEMPERATURE 135 F 155 F 57CI68°C ORANGE/RED lOu F 3 C INTERMEDIATE 175 F/200'F 75 C193°C YELLOW/GREEN lOU F 66C HIGH 236F 141 C BLUE 2211--F 107 C EXTRA HIGH 360F 152 C MAUVE 300'F 149CC ULTRA HIGH SOOt 260 C BLACK 475'F 040 C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658. 989-846-4583. FAX 989-846-9231 JULY 2012 A-65 BULLETIN GL5661, REV. #6 4v 4 TANDARDRESPRONSEj A}J7?iMA1icSPkiWKEs GL SERIES UPRIGHT .(PENDEN1) VERTICAL SIDEWALL HORIZONTAL SIDE WALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) 4.2 (59 metric) 1/2 NPT 2 1/4' (5.7 cm) Factory Bronze ro (80 metric) (1g'NPTJ 2 1/4' (5.7 cm) White Polyester 7.8 (111 metric) 1/2' NPT 2 1/4" (5.7 cm) Black Polyester 2.3 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7/16' (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16'. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200"F ONLY. APPROVALS STYLE SIN K HAZARD' 135"F 155"F 175"F 200"F 286F "360"F "500"F UL us F M LPC CE NYC -008 MODEL FACTOR 57C 68CC 79"C 93"C 141"C 182"C 26OC MEA 101-92-E GL2861 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X )( X X X - - - X UPRIGHT GL5661 5.6 ALL X X X X X X X X X X X X GL8161 7.8' ALL X X X X X ' X X X - - - X GL8164 8.1 ALL X X X )( X X X X X X X X GL2851 2.8 LH X X X X X x X X - - - x GL4251 4.2 LH X X X X X X X X - - - X PENDENT (E6 ALL X ) X X X x X (5j x x GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X )( X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALL GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X SIDEWALL E E F F E CONVENTIONAL GL5668 5.6 LH/OH X X x x x X X - - - (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X - - X I x - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. 360"F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD t 1/2" NPT PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * 500"F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2'): P/N 312366 (3/4") GLk)BE HKtR CORPORATION JULY 2012 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com BULLETIN GL5661, REV. #5 PRINTED U.S.A. 01 VFS FIRE & SECURITY SERVICES FIRE PROTECTION SYSTEMS EQUIPMENT SUBMITTAL BROCHURE FOR: SHOPPES AT CARLSBAD PHASE II 2525 EL CAMINO ROAD. CARLSBAD, CA. 92008 VFS PROJECT NUMBER 163173 FPC20I7-01 39 2525 El Camino Real INDEX 1. SPRINKLER HEAD Globe - SR-Recessed Chrome GL 5651 Globe - Recessed Pendent Specs Globe - SR-Sidewall GL 5670 Globe - SR- Up Right GL5661 Globe - QR Recessed Pendent GL5601 2. HANGERS Afcon 300 Pipe Ring Wood Sammy SuperS crew Hilti Kwik-Boltz TZ Afcon 160 Retaining Strap Powers Stud SD-2 A.T.R 3. PIPE Builmoose and Wheatland - Schedule 10 & 40 Black Steel U.S Pipe 4. FITTINGS A. D.I. Threaded fittings 5. EARTHQUAKE BRACE! SWAY BRACE FITTINGS Tolco Fig. 4A Tolco Fig. 4L Tolco Fig. 980 TolcoFig.1000 Tolco Fig.1 001 Tolco Fig.76 Tolco Fig.77 6. UNDER GROUND FITTINGS Style 744 FireLock Flange Adapter Series 1000 Flange Adapter Series 1100 Mechanical Joint Restraint Series 1700 Restraint Harness for Push on Joints 7. Valves Firelock Check Valves 717HR & 717R FireLock Series 717 & 717H FireLock Butterfly Valve Style 705 Potter Roemer Angle Hose Valve 4060-4075 VFS FIRE & SECURITY SERVICES 1. SPRINKLER HEADS ISTANDARD RESPONSEI AUTOMATIC SPiNKLERs GL SERIES . UPRIGHT ",* PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) I ... UPRIGHT CONVENTIONAL DESCRIPTION AND OPERATION The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the themosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes-to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. *Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (939C), 286°F (141°C), 360°F (.182°C) 500°F (26000) Available Upon Request Without Approvals *Water Working Pressure Rating -175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) . Frame - bronze • Deflector - brass. Screw - brass Lodgement Spring - stainless steel Bulb seat - copper • Spring ,- nickel alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size PENDENT VERTICAL SIDEWALL 1Ti HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE . BULB COLOR N.F;P.A. MAXIMUM SPRINKLER TEMPERATURES CEILING TEMPERATURE ORDINARY 135'F/155T 57t/689C ORANGE/RED 190 F 33 C MED1 175 F F Th 1 YELLOW/GREEN 150 'F 661C HIGH 236 F 141 C BLUE 225'F 107'C EXTRA HIGH 360F 1825; MAUVE 300'F 149'C ULTRA HIGH 500F • 20C BLACK 475'F, 246'C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583. FAX 989-846-9231 JULY 2012 . . A-65 BULLETIN GL5661, REV. #6 STA NDARD TA NDARD RESPRONS) AI1TOJT1CSFKEEFS GL SERIES TPRIGHTi. PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2 NPT 2 1/4" (5.7 cm) Iry 4.2 (59 metric) 1/2' NPT 2 1/4' (5.7 cm) Facto Bronze Chrome 506 (80 metric) (37"NPTj 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 2.3 Wax Coated 2.3.4 8.1 (116 metric) 3/4' NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200"F ONLY. APPROVALS STYLE SIN K HAZARD' 135"F 155"F 175"F 200"F 286"F 360"F *500F C ULus FM LPC CE NYC - DOB MODEL FACTOR 57"C 68"C 79"C 93"C 141"C 182"C 260"C MEA 101-92-E GL2661 2.8 LH X X X X X X X X - - - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT (03:L5661) ALL X X X ® X X X X X X X X GL8161 7.81 ALL X X X X X X X X - - - X GL8164 8.1 ALL I X )( X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - - X GL4251 4.2 LH X )( X X X X X X - - - x PENDENT GL5651 5.6 ALL X X X X X X X X X X x x GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X )( X X X X VERTICAL GL5675 5.6 LH X X X )( X X X X X - - X SIDEWALLt GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL SIDEWALL GL5670 5.6 LH/OH X X X X X X X X X - - X GL5671 5.6 LH/OH X X )( X X X X - - X X - GL8171 8.1 LH/OH X X X X X )( X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X I X X X X X - - X X - (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X - - X X - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. 360"F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD t1/2' NPT PENDENT VERTICAL SIDEWALL 6 MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9 MIN. SPACING. * 500"F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes . Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2); P/N 312366 (3/4") GLk)]SE FIRE SPNKLER CW1PORM!ON GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 STANDARD RESPONSE ALIToMA TIC SPRINKLERS GL SERIES UPRIGHT •(PENDENT VERTICAL. SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION CONVENTIONAL COLD STYLE) The Globe GL Series Sprinkler is a low profile yet -. '. .-. durable design which utilizes a frangible glass ampule :V as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are - specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes, to UPRIGHT : meet varying design requirements. CONVENTIONAL The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible . . glass' ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid Within the bulb.. expands increasing the internal . . pressure. At the prescribed temperature the internal pressure within the ampUleexceeds the strength ofthe glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern . . ;.••$ depending upon the deflector style used. . PENIDENT VERTICAL TECHNICAL DATA ' . SIDEWALL See reverse side for Approvals and Specifications. . . . ..e Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) 360°F (182°C) fY r .500°F (260°C) Available Upon Request-Without Approvals P74 ',-- .WaterWorkingPressure Rating -175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) HORIZONTAL LPC/CE ..Maximum low temperature glass bulb rating is -67°F (-55°C) . SIDEWALL HORIZONTAL Frame - bronze • Deflector - brass • Screw - brass Lodgement Spring - stainless steel Bulb seat - copper *,Spring - nickel alloy e Seal - teflon . . Bulb - glass with 61vcerin solution, 5mm size SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE N.F.P.A. MAXIMUM CLASSIFICATION SPRINKLER'TEMPERATURES BULB COLOR CEILING TEMPERATURE 135F11°F 57CI68°C ORANGE/RED 100F 38°C INTERMEDIATE 175 F 200-F 79 C/93 'C YELLOW/GREEN 150,F 66'C HIGH 286 F 141'C BLUE' 225 F 107C EXTRA HIGH 360 F 190 C MAUVE 300-F 149C ULTRA HIGH 500'F 60 BLACK 470 F -146'C 4077 AIRPARK DRIVE; STANDISH, MICHIGAN 48658 , 989-846-4583. FAX 989-846-9231 JULY 2012 A-65 BULLETIN GL5661, REV. #6 (STANDARD RESPRONS A UTOMA TJSPRINKL ERS GL SERIES UPRIGHT .Q _ENDEN1 '. VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2 NPT 2 1/4 (5.7 cm) 4.2 (59 metric) 1/2 NPT 2 1/4 (5.7 cm) Factory Bronze (80 metric) (1/2" NPiJ 2 1/4' (5.7 cm) White Polyester 7.8 (111 metric) 1/2 NPT 2 1/4' (5.7 cm) Black Polyester 2.3 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE HORIZONTAL SIDEWALL IS 2 9/16. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200°F ONLY. APPROVALS STYLE SIN K HAZARD' 135°F 155°F 175°F 200°F 286°F °°360°F *500F UL FM LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C 182°C 260°C MEA 101-92-E GL2861 2.8 LH X X X X X 'X X X - -. - X GL4261 4.2 LH X X X X X X X X - - - X UPRIGHT GL5661 5.6 ALL X X X X X X X X X X X X GL8161 7.81 ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X - X X X X X X - - - X GL4251 4.2 LH X X X X X X X X - - - x PENDENT çi (j ALL X ® X X X X X X X X GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL I X X X X X X X I X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALLt GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X X X X X X X - - - X GL4270 4.2 LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X X - - X SIDEWALL GL5671a 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 LH/OH X X X X X X X - - x x - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12' BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. ° INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. * flfl°F AVAIl ARI E uPON RFOUEST WITH NO APPROVALS. 360°F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD 1/2' NPT ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4") GL-k)BE FIRE WMNKUR CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 STANDARD RESPONSE AUTOMATIC SPRINKLERS L_L ,,~: GL SERIES 11 R NK fi'tORpoRAToN RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION ( The Globe GL Series Sprinkler is a .low profile yet durable design which utilizes a frangible glass ampule as the thermosersi-. tive element. While the sprinkler provides an aesthetically pleasing ( / appearance, it can be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, ' orifices, temperature ratings'and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven, actuating assembly is a hermetically sealed frangible glass ampule that - (STANDARD RESPONSE') contains a precisely measured amount of fluid. When heat is RECESSEDENDENTY absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature, the internal pressure within the 'ampule exceeds the strength of the glass, causing the : glass to shatter. This results in water discharge which is distributed ' in an approved pattern depending upon the deflector style used. ' a The sprinkler and escutcheon are not factory assembled. Assembly, is done in the field. S ' : TECHNICAL DATA See reverse side for Approvals and Specifications.,.STANDARD -RESPONSE -Temperature Ratings - 135°F (57°C), 155°F (68°C), RECESSED 175°F (79°C), 200°F (93°C), 286°F (141°C) ' HORIZONTAL SIDEWALL Water Working Pressure Rating - 175 psi (12 Bars) ' ;'-.• '. Factory tested hydrostatically to 500 psi (34 Bars) Maximum !ow temperature glass bulb rating is -67°F (-55°C) Frame - bronze Deflector - brass • Screw -'brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy Seal - teflon T; / Bulb - glass with glycerin solution, 5mm size Escutcheon Assembly - steel' STANDARD RESPONSE LPC/CE RECESSED HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR • 'N.F.P.A.. MAXIMUM TEMPERATURES S •' CEILING TEMPERATURE • 135'F!155F 57'C/6'C ORANGE/RED 100F 381C INTERMEDIATE 175F/200"F ' 79C/93C YELLOW/GREEN 150'F ' 66C HIGH 286F 141'C BLUE 225E NOV 2016 PRINTED U.S.A. GFS-1 00f (Formerly A-67) STANDARD RESPONSE GL SERIES RECESSED PENDENT) RECESEDHR!ZONTATS!DEWA LL SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"N PT (15mm) 2 1/4" (5.7cm) Factory Bronze 4.2 (60 metric) 1/2'NPT (15mm) 2 1/4" (5.7cm) {ro me (80 metric) 1/2"NPT(15mm) 2 1/4" (5.7cm) White Polyester3 8.0 (115 metric) 1/2°NPT(15mm) 21/4" (5.7cm) Black Polyester23 8.0 (115 metric) I 3/4°NPT (20mm) 2 7/16" (6.2cm) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE MIN. STYLE SIN MODEL K 'FACTOR HAZARD' 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) **286F (141°C) cULus FM LPC CE NYC -DOB MEA 101-92-E DISTANCE BETWEEN SPRINKLERS Feet (Meters) GL2851 2.8 LH X X X X X X X kECESEP IPENDEN GL4251 651 4.2 56 LH ALL ,X XXXX X X X X X X ®XX X X GL2870 2.8 LH X X X X X X RECESSED GL4270 4.2 LH X X X X X HORIZONTAL GL5670 5.6 ALL X X X X X X -X SIDEWALL GL5671m 5.6 ALL X X X X X - --- X --X -X X X GL8171 8.0 ALL X X X X X X 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4' TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6 BELOW THE CEILING. "INSTALL IN ACCORDANCE TO 8S5306 AND ANY OTHER RELATED DOCUMENTS. "286°F (141°C) cULus LISTED ONLY 'BRASS FINISH ONLY 2 15/16" DIA. I V/// //.V/ OH: ORDINARY HAZARD LH: LIGHT HAZARD ALL: ALL HAZARD °1/2".NPT 2" 016. MIN. HOLE IN CEILING —1 29/32" DIA. — Ifl" REDUCER 25mm x 15mm RE i Fill 51mm DIA. MIN. MOLE IN CEILING MM 48. 1" MIN. 13/4- MAX. 1/8" MIN. 7/8 MAX. " L t2=!MIN. MAX. 3mm 3mm MIN. 22mm MAX. 7/8" MAX. FRICTION FIT RECESSED ESCUTCHEON PART NUMBERS WHITE 112" ADJUSTABLE CHROME 1/2" ADJUSTABLE WHITE 3/4" ADJUSTABLE CHROME 3/4" ADJUSTABLE (1/2 NPT) 332073W 32O7,j 325426W 325422 3/4"NPT 326042W 326040 325427W 325423 ORDERING INFORMATION SPECIFY Quantity. Model Number• Style • Orifice Thread Size 'Temperature Finishes desired Quantity - Wrenches - P/N 325391 (1/2"); P/N 325401 (3/4") Quantity, - Protective Caps - P/N 327109-CAP (Friction Fit) GL Im A) BE FIRE SPRINKLER CORPORATION NOV 2016 P1 GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com INTED U.S.A. GFS-100f (Formerly A-67) (STANDARD RESPONSE) A UTOMA TIC SPR!NKEEs. GL SERIES UPRIGHT• PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION ' CONVENTIONAL (OLD STYLE) The Globe GL Series Sprinkler is a low profile yet !. durable des'ignwhich utilizes a frangible glass ampule ' ' 'Y' •i as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are / specified. This sprinkler series is available in various z' styles, orifices, temperature ratings and finishes to, ' UPRIGHT meet varying design requirements. CONVENTIONAL The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains ,a precisely measured amount offluid. When heat is absorbed, the liquid - 'within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the t 1 glass causing the glass to shatter. This results inwater. discharge which is distributed in an approved pattern , depending upon the deflector style used. PENDENT VERTICAL 'TECHNICAL DATA .. ' SIDEWALL eSee reverse side for Approvals and Specifications. *Temperature Ratings - 135°F'(579C), 155°F (68°C), ' •.. ''. 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) :V- 500°F (260°C) Available Upon Request Without Approvals ' 'Water Working Pressure Rating 175 psi (12 Bars) Factory. tested hydrostatically to 500 psi (34 Bars) 2PRZC'rJTAL LPCICE Maximum low temperature glass bulbrating is -67°F (-55°C):WALL HORIZONTAL Frame '- bronze • Deflector - brass • Screw - brass ' Lodgement Spring -stainless steel Bulb seat - copper • Spring nickel 'alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size , SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE ' ' ' N.F.P.A. MAXIMUM CLASSIFICATION SPRINKLER TEMPERATURES BULB COLOR CEILING TEMPERATURE ORDINARY' 135 F 155 F 5'CI65 C ORANGE/RED 100 F 33'C NTERMED1 iTh F H F C/°/ YELLOW/GREEN 1rJ F 56 HIGH 286 -F 141 Ic BLUE ' 225-F 107'C EXTRA HIGH ' 360-'F 182 C MAUVE 300 F 149'C ULTRA HIGH 500F 26OC 'BLACK 475 F 246°C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 . 989-846-4583. FAX 989-846-9231 JULY 2012 ' ' A-65 ' BULLETIN GL5661, REV. #6 STANDARD RESPRQNSE A UTOMA TIC SPRINKLERS GL SERIES ULGItL!PENDEN.T • VERTICAL SIDEWALL (HOR12ONTAL SIDE WAii). CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K' FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2' NPT 1/2" NPT 2 1/4" (5.7 cm) 2 1/4 (5.7 cm) Ifactory Bronze) Chrome 0,56 (80 metric) (1/2" NPTJ 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 23 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200F ONLY. APPROVALS STYLE SIN K HAZARD' 135F 155F 175F 200F 28&F 36OF *5000F cULus FM LPC C NYC - DOB MODEL FACTOR 57C 68CC 79T 93CC 141T 182CC 260C MEA 101-92-E GL2861 2.8 LH X X X X X X X )( - - - X GL4261 4.2 LH X X X X )( X )( x - - - X UPRIGHT GL5661 5.6 ALL X )( X X X X X )( X X X X GL8161 7.81 ALL X X X X X X X X - - - GL8164 8.1 ALL X )( X X )( X X X X )( X X GL2851 2.8 LH X X X )( )( X X X - - - X GL4251 4.2 LH )( X X )( )( X X X - - - x PENDENT GL5651 5.6 ALL )( X X X X )( X x X X X X GL8151 7.8t ALL X X X X )( )( X X X - - X GL8156 8.1 ALL I X X X )( )( )( X X X )( X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALLt GL8176 8.1 LH )( X X )( X X X X - - - X GL2870 2.8 LH )( X X X X X X X - - - X GL4270 4.2 LH X X X X X X X x - - - X HORIZONTAL C7O LH/OH X X X X X X X x - - x SIDEWALL GL5671D 5.6 LH/OH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X X X X X x - - - - CONVENTIONAL j GL5668 1 5.6 LH/OH X X X X X X X - (OLD STYLE) GL8169 8.1 LH/OH X )( X X X X X - - X X - 'SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. ORDERING INFORMATION SPECIFY Quantity Model Number • Style Orifice • Thread Sizes • Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (3/4") GLt .BE flflE W4NKLEt COOM1ON JULY 2012 ** 360F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD 112" NPT GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com BULLETIN GI-5661, REV. #5 § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. * UPRIGHT VERTICAL SIDEWALL UL 9' MIN. SPACING. 500F AVAILABLE UPON REQUEST WITH NO APPROVALS. PRINTED U.S.A. ,,STANDARD RESPONSE __ ___ • AUTOMATIC SPRINILERS GLSERIEs UPRIGHT. PENDENT VERTICAL. SIDEWALL HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION CONVENTIONAL (OLD STYLE,) The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler j provides an aesthetically pleasing appearance, it can . be installed wherever standard spray sprinklers are . '.T' •.ffii specified. This sprinkler series is available in various . .•J styles, orifices, temperature ratings and finishes to UPRIGHT CONVENTIONAL meet varying design requirements. . The heart of Globe's GL Series sprinkler proven actuating assembly is -a hermetically sealed frangible . glass ampule that contains a precisely measured 11 ' amount of fluid. When heat is absorbed, the liquid :•. , '. within the bulb. expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength ofthe glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. PENDENT VERTICAL TECHNICAL DATA . . SIDEWALL See reverse side for Approvals and Specifications. - Temperature Ratings -135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) 0500°F (260°C) Available Upon Request Without Approvals .Water Working Pressure Rating -175 psi (12 Bars) . '---- - - Factory tested hydrostatically to 500 psi (34 Bars) . HORIZONTAL LPC/CE Maximum lbw temperature glass bulb rating is -67°F (-55°C) SIDEWALL HrIZONTAL EWALL Frame - bronze. Deflector - brass • Screw - brass . Lodgement Spring - stainless steel . . Bulb seat - copper • Spring.- nickel alloy . Seal - teflon 1 Bulb - glass with glyáerin solution, 5mm size . SPRINKLER TEMPERATURE RATING/CLASSIFICATION and. COLOR CODING CLASSIFICATION ' AVAILABLE L R BULB COLOR N.F.P.A. MAXIMUM SPRINKLER TEMPERATURES, CEILING TEMPERATURE ORDINARY 185°1155F 57 C78C ORANGE/RED lOOF - 38CC TEMATE 175'F/200'F 3 ('/8 C YELLOW/GREEN 150"F 66 *c HIGH •. . 236F 14C BLUE 225F 107C EXTRA HIGH 360F 132 0 C MAUVE 300 F 149CC ULTRAHIGH • • '5OOF. 260C BLACK 47,5'F •24( 4077 AIRPARK DRIVE STANDISH, MICHIGAN 48658 . . 989-846-4583. FAX 989-846-9231 JULY 2012 • •. A-65 • BULLETIN GL5661, REV #6 ~qTANDARD Iiij ALnOMA1!CSPR1NKEERS GL SERIES__ UPRIGHT *(PENDENT 410 VERTICAL SIDEWALL HORIZONTAESIDEWALL • CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 4.2 (59 metric) 1/2 NPT 1/2 NPT 2 1/4 (5.7 cm) 2 1/4 (5.7 cm) Chrome 506 (80 metric) (JNPj 2 1/4 (5.7 cm) White Polyester 7.8 (111 metric) 1/2 NPT 2 1/4 (5.7 cm) Black Polyester 23 Wax Coated 2.3.4 8.1 (116 metric) 3/4' NPT 2 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9/16. 2 FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200"F ONLY. APPROVALS STYLE SIN K HAZARD 135"F 155"F 175"F 200"F 286"F ""360"F *500 F UL FM LPC CE NYC - DOB MODEL FACTOR 57"C 68"C 79"C 93"C 141"C 182"C 260"C MEA 101-92-E GL2861 2.8 LH X X X )( X X X X - - - X GL4261 4.2 LH X X X X )( X X X - - - X UPRIGHT L566J r5 ALL X X X j X X X X X X X X GL8161 7.81 ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X )( X X X X X - - - X GL4251 4.2 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.81 ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X )< X X X X X X X VERTICAL GL5675 5.6 LH X X X X )( X X X X - - X SIDEWALL GL8176 8.1 LH X X X X X X x X - - - X GL2870 2.8 LH X X X X X X X X - - - x HORIZONTAL GL4270 4.2 LH X X X X X X X X - - - X GL5670 LH/OH 5.6 SIDEWALL GL5671- 5.6 LH/OH 2222222; E GL8171§ 8.1 LH/OH CONVENTIONAL GL5668 5.6 LH/OH X X X I X X X X - - X X - (OLD STYLE) GL8169 8.1 LH/OH X X X )( X I X X - - X x - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4' TO 6" BELOW THE CEILING. "INSTALL IN ACCORDANCE TO B55306 AND ANY OTHER RELATED DOCUMENTS. 360"F NO FM APPROVALS ALL: ALL HAZARDS OH: ORDINARY HAZARD LH: LIGHT HAZARD 1/2" NPT PENDENT VERTICAL SIDEWALL 6 MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9 MIN. SPACING. "500"F AVAILABLE UPON REQUEST WITH NO APPROVALS. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes . Temperature • Finishes desired "Quantity - Wrenches - P/N 325390 (1/2); P/N 312366 (3/4') GLOMMO J5&N't P t') E FIRM $UNKERCWtPORATtON GLOBE@ PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 QUICK RESPONSE UPRIGHT CONVENTIONAL QUICK RESPONSE 'rENDEN VERTICAL SIDEWALL QUICK RESPONSE A 'UTOMA TICSPRINKL ERS CL SERIES___ UPRIGHT !! PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL, (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are, specified when allowed by the applicable stan- dards. It offers the additional feature of greatly increased 'safe- ty to life and is available in various styles, orifices, temperature ratings and' finishes to meet many varying design requirements. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Serie sprinkler proven actuat- ing assembly is, a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is ab- sorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is, distrib- uted in an approved pattern depending upon the deflector style used. ' TECHNICAL DATA' See reverse side for Approvals and Specifications. 'Temperature Ratings - 135°F (57°C) 155°F (68°C) c 175°F (79°C), 200°F (93°C), 286°F (141°C) ' 'Water Working Pressure Rating -175 psi'(12 Bars) ' Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass "Screw - brass Lodgement Wire - stainless steel • Bulb seat - copper Spring - nickel alloy • Seal teflon Bulb - glass with alcohol based solution, 3mm size 0SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AvAiLABLESPNKLER N.F.P.A. MAXIMUM BuLBcTEMPERATURES oLoR CEILING TEMPERATURE 13I155 57C/6G ' ORANGE/RED - iOO'F 38C ________ INTERMEDIATE. i200 F , 790I93C YELLOW/GREEN 150'F,,, HIGH '.86F 141'C ' BLUE 22SF 107C APR 2017 ' GFS-100a (FormerIiA-20) QUICK RESPONSE HORIZONTAL LPC/CE' SIDEWALL HORIZONTAL SIDEWALL QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (40 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) 4.2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Factory Bronze (80 metric) iJ'Nfj (15mm) 2 1/4" (5.7cm) Chrome Whit e Polyester3 8.0 (115 metric) 1/2"NPT (15mm) 2 1/4" (5.7cm) Black Polyester23 8.0 (115 metric) I 3/4"NPT (20mm) 2 7/16" (6.2cm) NOTE:. METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16°. 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS TEMPERATURE STYLE SIN MODEL K FACTOR HAZARD cULus FM LPC CE NYC-DOB MEA101-92-E 135°F 155°F - 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) GL2815 2.8 LH X X X X X X --- X GL4215 4.2 LH X X X X X X X UPRIGHT GL5615 5.6 LH/OH X X X X X X X X X X GL8115 8.0* LH/OH X X X X X X X GL8118 8.0 LH/OH X X X X X X X X X X GL2801 2.8 LH X X X X X X X GL4201 4.2 LH X X X X X X X 1PENDEN) L5601) () LH/OH X X X X X X X X X X GL8101 8.0* LH/ON X X X X X X X GL8106 8.0 LH/OH X X X X X X X X X X VERTICAL GL5632 5.6 LH X X X X X X X SIDEWALLt GL8133 8.0 LH X X X X X X --- GL2826 2.8 LH X X X X X X X GL4226 4.2 LH X X X X X X X HORIZONTAL GL5626 5.6 LH/OH X X X X X X X X SIDEWALL GL5627D 5.6 LH/OH X X X X X --- --- X X GL8127 8.0 LH/OH X X X X X X --- CONVENTIONAL GL5624 5.6 LH/OH X X X X X --- --- X X (OLD STYLE) GL8125 8.0 LH/OH X X X X X --- --- X I X SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFA13 AND ANY OTHER RELATED DOCUMENTS. §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4° TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. aINSTALL IN ACCORDANCE TO 8S5306 AND ANY OTHER RELATED DOCUMENTS. tPENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9 MIN. SPACING. OH: ORDINARY HAZARD LH: LIGHT HAZARD *1/2"NPT ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured Quantity . Model Number . Style Orifice products found to be defective in material or workmanship for a Thread Size • Temperature • Finishes desired period of one year from date of shipment. Quantity - Wrenches - P/N 325390 (1/2"); For specific details of our warranty please refer to Price List P/N 312366 (L.O.) Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 APOW 989-846-4583 FAX 989-846-9231 1IBE . 1-800-248-0278 www.globesprinkIer.com FIRE SPRINKLER CORPORATION APR 2017 PRINTED U.S.A. GFS-loOa (Formerly A-20) VFS FIRE & SECURITY SERVICES 2. HANGERS P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER 1 thru 4 Inch pipe LISTED FOR STEELJCPVC II2&314 Inch pipe 5 thru 8 Inch pipe SIZE - ROD-3/8" or 1/2" SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mu. Galvanized to G-90 spec. LISTING/APPROVAL - 203-EX 2551 1"- 8" Approval guide - 1"- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. NFPA 13 PIPE ROD I WT. 5 WT.*250 UL TEST LOAD 1 3/8 30.75 403.75 750 11/4 3/8 - 43.95 469.75 750 1 1/2 3/8 54.15 520.75 750 2 3/8 76.95 634.75 750 2 1/2 3/8 118.35 841.75 850 3 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 1/2 349.45 1996.75 2000 6 476.35 263t75 2850 8 1/2 711.00 3805.00 4050 11/09 SAMMY.T FOR WOOD 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 costs. Manufactured in the U.S.A. (Wh 4de0 d onsrmuon wwwltwbuildex.comj II 1/4" 8002957 GST 100 1/4 xl" 210 (7/16" OSS) 670 (314" Ply) 1/4" 8003957 051 200 1/4 a 2" 1760 (Fir) 3/8" 8007957 GST 10 114 xl 210 (7/16" OSB) 670 (3/4" Ply) . ' 3/8" 8008957 GST 20 1/4 a 2 1760 (Fir) 3/8" 8068925 GST 20-SS 1/4 x 2 1760 (Fir) #14 Black . 3/8" 8009925 GST 25.380 3/8 x 2-1 /2' 2113 (Fir) Nut Driver 3/8" 8010957 GST 30 1/4 a 3 2060 (Fir) Part # 8113910 3/8" 8069925 GST 30-SS 1/4x3" 2060 (Fir) I 1/2" 8013925 GST2 1/4x2" 1760 (Fir) - 1/2" 8015925 GST 3 1/4x 3 2275 (Fir) 25 125 25 125 300 25 125 850 1475 25 125 850 25 125 1500 25 125 1500 1475 25 125 25 125 25 125 25 125 #14 SW Red Nut Driver Part #8114910 NW uMcAcnxou.sA '\,( SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and sate installation each time. When the face of the driver comes into , contact with the material you are installing into, conhnje drilling until nut driver spins tree. Installation in then complete. Warranty requires the use of the appropriate nut driver for installations. Not toss than 2' nominal width (1-1/2') up to 3-1/2' pipe; not less than .uIl 3' (2-1/2') nominal width 4' 55' pipe .1 Floor Joist Minimum 2-1/2' from bottom for branch linen. Minimum 3' from bot- tom for main lines. Exception: This requirement shall not apply to 2' or thicker nailing strips resting on top of steel beams. Consult t Itrb5mrit,i '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 costs. Manufactured in the U.S.A. www.tlwbuildex.com HORIZONTALMOLINT 1/4' 8019957 SWG 200 1/4 x 2' 1725 (Fir) 25 125 3/8' 8020957 SWG 10 1/4 xl' 622 (Fir) 300 25 125 3/8' 8021957 SWG 20 1/4 n2' 1725 (Fir) 1050 25 125 I 8073925 SWG 20-SS 1/4 x 2' 1725 (Fir) 850 25 125 3/8" 8022925 SWG 25-380 3/8x 2-1/? 2249 (Fir) 1500 25 125 #14 SW Red - 3/8' 8023925 SWG 30 1/4 x 3 1884 (Fir) 25 125 Nut Driver Part #8114910 May require pro-drilling; consult Joist manufacturer. 54W Eliminates distortion of threaded rod. Accommodates up to 3 Y2' x 12 pitch roof. Allows W deflection from vertical. Saves time from traditional methods. Reduces installation costs. Manufactured in the U.S.A. Black Nut Driver - Part # 8113910 'A . 914 SH Orange Nut Driver Part #8273910 3/8' 8139957 SH-GST 20 1/4x2' 3/8" 8269957 SH-GST/CST 20 5/16 n 1-3/4' 1/2' 8303957 SH-GST/CST 2.0 5/16n 1-3/4' May require pro-drilling; consult Joist manufacturer. 1257 (Fir) 1903 Dim. Lumber 1406 @ 45'off vertical Dim. Lumber 903 Dim. Lumber 1406 @ 45'off vertical Dim. Lumber 1050 1475 1500 850 @ 45 25 125 25 125 25 125 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/PTGVol2/ CA: http://submittals.us.hilti.com/PTGVoI2CA/ 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 HNATechnicalServices@hilti.com CA: 1-800-363-4458, ext. 6 or CATechnicalServices(hilti.com Hilti, Inc. 7250 Dallas Parkway, Suite 1000 Piano, TX 75024 1-800-879-8000 www.hiiti.com 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.1 Product description 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 dog point Nut - Washer - Red mark Anchor thread Anchor_ body Stainless steel expansion sleeve (wedges) Expansion - cone Listinas/Aonrovals ICC-ES (International Code Council) ESR-1917, ESR-3785, ESL-1067 City of Los Angeles Research Report No. 25701 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 ULLLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 Mc®uLAbBS ICC /fl1flOfll USTED F Independent code evaluation IBC®/ IRC® 2015 lBC®/ IRC® 2012 lBC®/ IRC® 2009 lBC®/ IRC® 2006 National Building Code of Canada 2015 National Building Code of Canada 2010 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, lightweight concrete over metal deck and grout-filled concrete masonry. 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 AOl 318-14 Section 2.3. ACI 349-01 Nuclear Design Guide is available. Call Hilti Technical Support. 268 Him, Inc. (US) 1-800-8798000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2016 Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 3.35.2 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 reauirements 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 (lb) Tension (lb) 3/8 5,058 6,519 1/2 8,543 12,364 5/8 13,938 19,109 3/4 1 22,481 1 24,729 All nuts and washers for type 304 anchors are made from type 304 stainless. All nuts and washers for type 316 anchors are made from type 316 stainless. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI 1318.22.1, Type A, plain. Expansion sleeve (wedges) 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 3.3.5.3.1 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 Strength Design parameters and variables of ESR-1917 and the equations within 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-1 917 are not contained in this section, but can be found at www.icc-es.org or at www.us.hilti.com. 3.3.5 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilt (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 269 Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor Table 1 - Hilti KWIK Bolt TZ carbon steel specifications Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Nominal bit diameter d, in. 3/8 1/2 5/8 3/4 Minimum nominal in. 1-13/16 25/16 3-1/16 2-3/8 3-5/8 3-9/16 4-7/16 3-13/16 4-5/16 5-5/16 embedment nm (mm) (46) (59) (78) (60) (91) (91) (113) (97) (110) (135) Effective minimum in. 1-1/2 2 2.3/4 2 3-1/4 3.1/8 4 3-1/4 3-3/4 4-3/4 embedment h0 (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) in. 2 2-5/8 3.3/8 2-5/8 4 3-3/4 4-3/4 4 4-5/8 5.3/4 Mm. hole depth h (mm) (51) (67) (83) (67) (102) (95) (121) (102) (117) (146) Mm. thickness in. 0 0 0 3/4 1/4 3/8 3/4 0 0 7/8 of fixture' tflfl (mm) (0) (0) (0) (19) (6) (9) (19) (0) (0) (23) Max. thickness in. 2-13/16 2-5/16 1-9/16 4 2-3/4 5-5/8 43/4 5-9/16 4-15/16 3-15/16 of fixture (mm) (71) (59) (40) (101) (70) (143) (121) (141) (125) (100) Installation torque ft-lb 25 40 60 110 (concrete) (34) (54) (81) (149) Installation torque ft-lb n/a I 15 I n/a 25 35 n/a I 70 (masonry) (20) (34) (47) (95) Fixture hole in. 7/16 9/16 11/16 13/16 diameter d , (mm) (11.1) (14.3) (17.5) (20.6) Available anchor in. 3 I 3-3/4 I 3-3/414-1/2 5.1/21 7 -/l 6 18-1/21 10 5.1/2 I 7 I 8 I 10 lengths (mm) (76) I (95) (127) (95) (114) (140) 1(178) (121) (152) (216) (254) (140) (178) (203)1 (254) Threaded length in. 1.1/2 I 2-1/4 I 3.1/2 1.5/812-3/8 3-3/84-7/8 1-1/212-3/415-1/416-3/4 2-1/2 I 4 I s I 7 including dog point (mm) (38) (57) (89) (41) (60) (86) 1(124) (38) (70) (133) 1(171) (63) (103) 1(128)1 (179) in. 1-1/2 2-1/8 3-1/4 3 Unthreaded length (n) (39) (54) (83) (77) 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 - Hilti KWIK Bolt TZ specifications ranch hef I hnom I ho 270 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hiltica I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 2 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in uncracked concrete' A3.4.5 Nominal Tension - Shear -cpV anchor Effective Nominal diameter embed. embed. I' = 2,500 psi I = 3,000 psi f' = 4,000 psi I, = 6,000 psi IC = 2,500 psi f = 3,000 psi IC = 4,000 psi f' = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,185 1,300 1,500 1,835 1,545 1,690 1,950 2,390 (38) (46) (5.3) (5.8) (6.7) (8.2) (6.9) (7.5) (8.7) (10.6) 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 3/8 (51) (59) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4) 2-3/4 3-1/16 2,670 2,925 3,380 4,140 7,660 8,395 9,690 11,870 (70) (78) (11.9) (13.0) (15.0) (18.4) (34.1) (37.3) (43.1) (52.8) 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 (51) (60) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 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) (29.0) (33.5) (41.0) (59.8) (65.5) (75.6) (92.6) 3-1/4 3-13/16 4,570 5,005 5,780 7,080 9,845 10,785 12,450 15,250 (83) (97) (20.3) (22.3) (25.7) (31.5) (43.8) (48.0) (55.4) (67.8) 3-3/4 4-5/16 5,380 5,895 6,810 8,340 12,200 13,365 15,430 18,900 3/4 (95) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1) 4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) 1 (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'4'5 Nominal Tension - 4N Shear - anchor Effective Nominal diameter embed. embed. IC = 2,500 psi IC = 3,000 psi IC = 4,000 psi f', = 6,000 psi f = 2,500 psi IC = 3,000 psi f' = 4,000 psi IC = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 860 940 1,085 1,330 1,095 1,195 1,385 1,695 (38) (46) (3.8) (4.2) (4.8) (5.9) (4.9) (5.3) (6.2) (7.5) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 3/8 (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 2-3/4 3-1/8 2,050 2,245 2,595 3,175 5,425 5,945 6,865 8,405 (79) (9.1) (10.0) (11.5) (14.1) (24.1) (26.4) (30.5) (37.4) 2 2-3/8 1,565 1.710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (60) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1/2 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) 3-1/4 3-13/16 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (97) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 3/ (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 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 3.1.8.6 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 6 to 13 as necessary. Compare to the steel values in table 4. 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, A,, = 0.60 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 only by 0Na,,,, = 0.75. No reduction needed for seismic shear. 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 an español 1-e00-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 271 33.5 Mechanical Anchoring Systerns 3.3.5 KWIK Bolt TZ Expansion Anchor Table 4 - Steel strength for Hilti KWIK Bolt TZ carbon steel anchors'-2 Nominal anchor diameter Tensile N 3 Shear pV 4 Seismic shear cIV 0q5 in Effective embedment in. (mm) lb (kN) lb (kN) lb (kN) 1-1/2 4,875 1,415 1,415 (38) (21.7) (6.3) (6.3) 3/8 2 2-3/4 4,875 2,335 1,465 (51) (70) (21.7) (10.4) (6.5) 2 3-1/4 8,030 3,570 3,570 1/2 (51) (83) (35.7) (15.9) (15.9) 3-1/8 4 12,880 5,260 4,940 5/8 (79) (102) (57.3) (23.4) (22.0) 3-1/4 3-3/4 4-3/4 18,840 8,890 7,635 7~7. (83) (95) (121) (83.8) (39.5) (34.0) 1 See section 3.1.8.6 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 = q AN f,,, as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with <c 0.60 A..v f, as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with <q 0.60 Aw, f 0 as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. Figure 2 Anchors not permitted in shaded area Case 2 I. Case 1 Concrete Edge For a specific edge distance, the permitted spacing is calculated as follows: S 2: s + - min,2) (c - min.2 (c - mini Co c,,1 at s0,11 CIL dIgfl CMn at Sr,n2 cdJ,fl edge distance c Table 5 - Carbon steel Hilti KWIK Bolt TZ installation parameters' Setting - Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum in. 1-1/2 2 2-3/4 2 31/4 31/8 4 31/4 3.3/4 43/4 embedment h ' (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) (121) Mm. member h in. 3-1/4 4 5 5 4 6 1 6 8 5 6 8 5-1/2 6 8 8 thickness "i" (mm) (83) (102) (127) (127) (102) (152) (152) 1 (203) (127) (152) (203) (140) (152) (203) (203) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105) Case for in. 8 5 5 53/4 5-3/4 6-1/8 5-7/8 5 10-1/2 - 8-7/8 ~ (mm) 1 (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) in. 8 3-5/8 3-5/8 4.1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4 Cflfl2 (mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197) Case 2 for in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-1/2 3 5 5 4 S,,2 ~ (mm) (203) (64) (64) (70) (60) (89) (76) (127) (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,,0, <c < c,,,,2, will determine the permissible spacings. 272 Hilti, Inc. us> 1-800-879-8000 1 www.us.hilti.com I an españot 1-800-8795000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hitti.ca I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 6 - Load adjustment factors for 3/8-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete' .2 Edge distance in shear 3/8-in. KB-TZ CS II To and away uncracked Spacing factor Edge distance factor Spacing factor Conc. thickness factor concrete in tension in tension in shear' .1. Toward edge from edge in shear' _________ 1111 fAN 1w IAN InN IAN Effective in. 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 embed. h,1 (mm) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) Nominal in. 1-13/16 2.5/16 3-1/8 1-13/16 2-5/16 3.1/8 1.13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2.5/16 3-1/8 embed. h11w (mm) 1 (46) (59) (79) (46) (59) (79) (46) (59) (79) 1 (46) (59) (79) (46) (59) (79) (46) (59) (79) 2-1/2 (64) n/a 0.71 0.65 n/a 0.60 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.60 0.32 n/a n/a n/a 3 •(76) n/a 0.75 0.68 n/a 0.69 0.79 n/a 0.62 0.56 n/a 0.64 0.21 n/a 0.69 0.42 n/a n/a n/a 3-1/2 (89) n/a 079 071 n/a 080 088 n/a 064 057 n/a 0.81 027 n/a 0.81 053 062 n/a n/a 3.5/8 (92) n/a 0.80 0.72 n/a 0.83 0.91 n/a 0.65 0.57 n/a 0.85 0.28 n/a 0.85 0.56 0.63 n/a n/a 4 (102) 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 1.00 n/a 0.69 0.59 n/a 1.00 0.39 n/a 1.00 0.78 0.71 0.86 n/a - ci 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.91 0.75 0.91 0.63 5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.95 0.66 6 10 .5 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.74 8 (203) 1.00 0.98 1.00 0.72 0.83 0.66 1.00 0.92 1.00 0.94 0.80 CP 9 (229)100 tOO 05 0.87 0.88 1.00 1.00 0.84 co c_ 10 (254) 1.80 08 0.81010 1.80 0.89 11 (279) 1.00 0.81 0.95 0.72 - - 0.93 2 (305) 1 P 1.00 0.83 1.00 0.74 0.97 13 (330) 1.00 0.86 1 1.00 0.76 1.00 Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete1'2 FII Edge distance in shear 3/8-in. KB-TZ CS II To and away cracked Spacing factor Edge distance factor Spacing factor Conc. thickness factor concrete in tension in tension in shear' .L Toward edge from edge in shear' Jr. Jr. IAN IAN IRA f- Effective in. 1-1,2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 1-1/2 2 2-3/4 embed. h,1 (mm) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) (38) (51) (70) Nominal in. 1-13/16 2-5/16 3-1/8 113/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3-1/8 1-13/16 2-5/16 3.1/8 embed. hflAN (mm) (46) (59) (79) (46) (59) (79) (46) (59) (79) (46) (59) (79) 1 (46) (59) (79) (46) (59) (79) 2-1/2 (64) n/a 0.71 0.65 n/a 0.87 0.71 n/a 0.60 0.55 n/a 0.49 0.16 n/a 0.87 0.33 n/a n/a n/a 3 (76) n/a 0.75 0.68 n/a 1.00 0.79 n/a 0.62 0.56 n/a 0.65 0.21 n/a 1.00 0.43 n/a n/a n/a 3-1/2 (89) n/a 0.79 0.71 n/a 1.00 0.88 n/a 0.65 0 57 n/a 0.82 0.27 n/a 1.00 0.54 0.62 n/a n/a 3-5/8 (92) 4 (102) n/a 0.83 (1 0.74 n/a 0.98 n/a 0.67 0.58 n/a 1.00 0.33 n/a 0.66 0.67 0.82 n/a 4-1/2 (114) n/a 0.88 0.77 n/a 1.00 n/a 0.69 0.59 n/a 0.39 n/a 0.79 0.71 0.87 n/a 5 (127) n/a 0.92 0.80 n/a n/a 0.71 0.60 n/a 0.46 n/a 0.92 0.75 0.91 0.63 5-1/2 (140) n/a 0.96 0.83 n/a n/a 0.73 0.61 n/a 0.53 n/a 1.00 0.78 0.96 0.66 v 6 (152) n/a 1.00 0.86 n/a n/a 0.75 0.62 n/a 0.61 n/a 0.82 1.00 0.69 5 .5 7 (178) n/a 0.92 n/a n/a 0.79 0.64 n/a 0.76 n/a 0.88 0.75 8 (203) 1.000 0.98 1.00 0.72 0.83 0.66 1.00 0.93 1.00 0.94 0.80 9 CO 10 (254) 1.000 0.78 0.92 0.70 0.89 11 (279) 1.000 0.81 0.96 0.72 - 0.94 12 (305) 1.000 0.83 1.00 0.74 0.98 13 (330) 1.000 0.86 0.76 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, fAv, assumes an influence of a nearby edge. If no edge exists, then IAV = f AN 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then fHV = 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 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hjlti.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 273 -- 3.3.5 KWIK Bolt TZ Expansion Anchor Table 8 - Load adjustment factors for 1/2-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete12 1/2-in. KB-TZ Cs uncracked concrete Spacing factor in tension IAN Edge distance factor in tension 'RN Spacing factor in shear' fl, Edge distance in shear Conc. thickness fac- tor in shear' 145 .1. toward edge IRS II to and away from edge IRS Effective in. embed. h 1 (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 (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) 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 0.51 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 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 0.73 0.56 0.84 n/a 4-1/8 (105) 0.84 0.71 0.75 0.57 0.68 0.57 0.75 1 0.30 0.75 0.57 0.85 n/a 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 1 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 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 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 9 (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.68 1.00 0.85 CO 11 (279) 0.98 0.70 0.89 OF 12 (305) 1.00 0.72 0.93 14 (356) 0.75 1.00 16 (406) . 18 (457) 0.79 LEI (508) 0.83 >20 0.86 Table 9 - Load adlustment factors for 1/2-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete' '2 1/2-in. KB-TZ CS cracked concrete - Spacing factor in tension IAN Edge distance factor in tension 'RN Spacing factor in shear' ISV Edge distance in shear Conc. thickness fac- for in shear' 'HV .L toward edge fRy II to and away from edge IRA Effective in. embed. h1 (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83( 1 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 (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) 3-5/8 (92) 2-3/8 (60) n/a 0.62 n/a 0.63 n/a 0.54 n/a 0.13 n/a . 0.26 n/a /a 2-1/2 (64) n/a 0.63 n/a 0.65 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2-3/4 (70) 0.73 0.64 0.93 0.68 0.62 0.55 0.62 0.16 0.93 0.33 n/a n/a 3 (76) 0.75 0.65 1.00 0.71 0.63 0.55 0.71 0.19 1.00 0.38 n/a n/a 3-1(2 (89) 0.79 0.68 1.00 0.79 0.65 0.56 0.89 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 1.00 0.86 0.68 0.57 1.00 0.29 1.00 0.58 0.84 n/a 4-1/8 (105) 0.84 0.71 1.00 0.88 1 0.68 0.58 1.00 0.30 1 1.00 0.61 0.85 n/a 4-12 (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 0.59 0.40 0.81 0.94 n/a d 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 1 0.60 0.50 1.00 1.00 n/a 5 ' (152) 1.00 0.81 0.76 0.61 0.53 1.00 1 0.66 45 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 12 (305) 1.00 0.72 0.94 14 (356) 0.76 1.00 16 (406) 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 PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, 'AN' assumes an influence of a nearby edge. If no edge exists, then ISV = 'AN 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then fmv = 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. 274 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 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 10 - Load adjustment factors for 5/8-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete'-' 5/8-in. K8-TZ CS uncracked concrete Spacing factor in tension INN Edge distance factor in tension I RN Spacing factor in shear' IAN Edge distance in shear Conc. thickness fac- tor in shear' 'RN .1. toward edge INN II to and away from edge 1 RN Effective in. embed. h0, (mm) 3-1/8 (79) . 4 (102) 3-1/8 (79) 4 (102) 3-1/8 1 (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 (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 (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 3-5/8 (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 4-1/4 (108) 0.73 1 0.68 0.67 0.53 0.58 0.57 0.35 1 0.26 0.67 0.51 n/a n/a 4-1i2 (114) 0.74 0.69 0.70 0.56 0.59 1 0.57 0.38 0.28 0.70 0.56 n/a n/a -.-- 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 1 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 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 (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 6-1/8 (156) 0.83 1 0.76 0.94 0.70 0.62 1 0.60 0.61 1 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 10 CL 14 (356) 0.77 0.72 1.00 0.94 16 (406) 0.81 0.75 1.00 18 (457) 0.85 0.78 20 (508) __ 0.89 0.82 22 (559) __ 0.93 1 0.85 >24 (610) 0.97 1 0.88 Table 11 - Load adjustment factors for 5/8-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete 1.2 5/8-in. KB-TZ CS cracked concrete Spacing factor in tension fAIN Edge distance factor in tension INN Spacing factor in shear' 'AN Edge distance in shear Conc. thickness fac- tor in shear' '11V I toward edge 'RN 11to and away from edge 'RN Effective in. embed. h1 (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,,0m (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) 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 0.66 n/a 0.55 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 0.56 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 0.56 0.28 0.20 0.56 0.41 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.56 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 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 . 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 L. 5-7/8 (149) 0.81 1 0.74 0.98 0.62 1 0.59 0.58 0.42 0.84 0.68 n/a 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 1 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 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 1 0.87 14 (356) 0.78 0.72 1.00 1 0.94 16 (406) 0.82 1 0.75 1.00 18 (457) 0.85 0.79 20 (508) 1 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 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 IAN = 'PIN 4 Concrete thickness reduction factor in shear, f ,,. assumes an influence of a nearby edge. If no edge exists, then f 1.0. EI 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. - - . Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espai'iol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 275 3.3.5 33.5 KWIK Bolt TZ Expansion Anchor Table 12 - Load adjustment factors for 3/4-in, diameter carbon steel Hilti KWIK Bolt TZ in uncracked concrete'-' 3/4-in. KBTZ CS uncracked concrete Spacing factor in tension IAN Edge distance factor in tension Jr. Spacing factor in shear3 1 NV Edge distance in shear Conc. thickness factor in shear' IRA i toward edge 'NV II to and away from edge IRA Effective in. embed. h, (mm) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 1 (83) 3.3/4 (95) 4-3/4 (121) Nominal in. embed. h (mm) 3-13/16 (97) 4-5/16 (110) 5-9/16 (141) 3-13/1 (97) 4-5/16 (110) 5-9/16 (141) 3-13/16 (97) 4.5/16 (110) 5-9116 (141) 3-13/16 (97) 4-5/16 (110) 5-9/16 (141) 3-13/16 1 (97) 4-5/16 (110) 5-9/16 (141) 3-13/16 (97) 4-5/16 (110) 5-9/16 (142) 4 (102) n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4-1/8 (105) n/a n/a 0.645 n/a n/a 0.546 n/a n/a 0.558 n/a n/a 0.207 n/a n/a 0.414 n/a n/a n/a 4-1/2 (114) n/a n/a 0.658 n/a n/a 0.574 n/a n/a 0.564 n/a n/a 0.236 n/a n/a 0.472 n/a n/a n/a 4-3/4 ( n/a n/a 0.667 n/a 0.495 0.594 n/a n/a 0.567 n/a 0.348 0.256 n/a 0.495 0.512 n/a n/a n/a 31 5 ( 0.756 0.722 0.675 n/a 0.514 0.613 0.569 0.587 0.571 n/a 0.376 0.276 n/a 0.514 0.552 n/a n/a n/a /2 (0.782 0.744 0.693 0.553 0.653 0.576 0.595 0.578 0.433 0.319 0.553 0.637 0.553 8 6 ( 0.808 0.767 0.711 n/a 0.600 0.695 0.583 0.604 0.585 n/a 0.494 0.363 1 n/a 0.600 0.695 0.577 0.645 1 n/a 7 ( 0.859 0.811 0.746 n/a 0.700 0.781 0.597 0.621 0.599 n/a 0.622 0.458 n/a 0.700 0.781 0.624 0.697 n/a 7-3/4 ( 7) 0.897 0.844 0.772 n/a 0.775 0.861 0.608 0.634 0.610 n/a 0.725 0.533 n/a 1 0.775 0.861 0.656 0.733 n/a 8 ( ) 0.910 0.856 0.781 n/a 0.800 0.889 0.611 0.639 0.613 n/a 0.760 0.559 n/a 0.800 0.889 0.667 0.745 0.673 b1 9 8-7/8 ( 0.955 0.894 1 0.811 n/a 0.888 1 0.986 0.623 0.654 1 0.625 n/a 0.888 0.653 n/a 0.888 0.986 0.702 0.785 0.708 CM 9.1,2 ( 0.987 0.922 0.833 0.792 0.950 1.000 0.632 0.665 0.634 0.704 0.984 0.723 0.792 0.984 1.000 1 0.726 0.812 0.733 'R 5 10 1.000 0.944 0.851 0.833 1.000 0.639 0.674 0.641 0.761 1.000 0.781 0.833 1.000 0.745 1 0.833 0.752 10-1/2 (26 0.967 0.868 0.875 0.646 0.682 0.648 0.818 0.841 0.875 0.764 0.854 0.771 12 (30) 1.000 0.921 1.000 0.667 0.708 0.670 1.000 1.000 1.000 0.816 0.913 0.824 ) 14 (35 0.991 0.694 0.743 0.698 0.882 0.986 0.890 16 (40 1.000 0.722 0.778 0.726 0.943 1.000 0.951 18 (45 0.750 1 0.812 1 0.754 1.000 1.000 20 (50 0.778 1 0.847 1 0.783 22 (55 0.806 0.882 0.811 >24 (610)1 1 1 1 1 0.833 1 0.916 1 0.839 Table 13 - Load adjustment factors for 3/4-in, diameter carbon steel Hilti KWIK Bolt TZ in cracked concrete' .2 3/4-in. KB-TZ CS cracked concrete Spacing factor in tension INN Edge distance factor in tension 'RN Spacing factor in shear' AN Edge distance in shear Conc. thickness factor in shear' 'NV .L toward edge 'NV ((to and away from edge lION Effective in. embed. h,, (nim) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 (83) 3-3/4 (95) 4-3/4 (121) 3-1/4 1 (83) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. h,,,,(mm) 3-13/16 (97) 4-5/16 (110) 5-9/16 (141) 3.13/1 (97) 4-5/16 (110) 5-9/16 (141) 3-13/16 (97) 4-5/16 (110) 5-9/16 (141) 3-13/16 (97) 4-5/16 (110) 5-9/16 (141) 3-13/16 1 (97) 4-5/16 (110) 5-9/16 (141) 3-13/16 (97) 4-5/16 (110) 5-9/16 (142) 4 (10 n/a n/a 0.640 n/a n/a n/a n/a n/a 0.557 n/a n/a n/a n/a n/a n/a n/a n/a n/a 4-1/8 (10 n/a n/a 0.645 n/a n/a 0.690 n/a n/a 0.559 n/a n/a 0.209 n/a n/a 0.417 n/a n/a n/a 4-1,2 (11 n/a n/a 0.658 n/a n/a 0.726 n/a n/a 0.564 n/a n/a 0.238 n/a n/a 0.476 n/a n/a n/a 4-3/4 (12 n/a n/a 0.667 n/a 0.879 0.750 n/a n/a 0.568 n/a 0.351 0.258 n/a 0.701 0.516 n/a n/a n/a 31 5 (127) 0756 0.722 0.675 n/a 0.913 0.775 0.599 0.587 0.571 n/a 0.379 0.279 n/a 0.757 1 0.557 n/a n/a n/a 3 5-1/2 (14) 0.782 0.744 0.693 n/a 0.982 0.825 0c609 0.596 0.578 n/a 0.437 0.321 n/a 0.874 0.643 0.659 n/a n/a 8 6 (15 2)1 0.808 0.767 0.711 n/a 1.000 0.877 0.619 0.605 0.585 n/a 0.498 0.366 n/a 0.996 0,732 0.689 0.647 n/a 7 (17 0.859 0.811 0.746 n/a 1.000 0.986 0.638 0.622 0.600 n/a 0.627 0.461 n/a 1.000 0.923 0.744 0.699 n/a 7-3/4 0.897 0.844 0.772 n/a 1.000 1.000 0.653 0.635 0.610 n/a 0.731 0.538 n/a 1.000 0.783 0.735 n/a 8 0.910 0.856 0.781 1.000 1.000 0.658 0.640 , 0.614 0.923 0.767 0.564 1.000 - -0.795 0.747 0.674 8-718 0.955 0.894 1 0.811 1.000 1.000 0.675 0.655 0.626 1.000 0.896 0.659 - - 0.837 0.787 0.710 Cn 9-1/22 0.987 0.922 (18331.000 1 1900 0.688(1666(1635 0.992 0.729 0.866 0.814 0.735 j 10 254 1.000 0.944 0.851 0.698 0.674 0.642 1 1.000 1 0.788 0.889 0.835 0.754 EZ 10-1/2 0.967 0.868 0.707 0.683 0.649 0.848 0.911 1 0.856 0.773 CD 1230 1.000 0.921 0.737 0.709 0.671 1.000 0.974 0.915 0.826 ) 14 (356) 0.991 0.777 0.744 0.699 1.000 0.989 0.892 a. 16 ( 1.000 0.816 0.779 0.727 1.000 0.954 18 (457) 0.856 0.814 1 0.756 1.000 20 ( 0.895 0.849 0.784 22 (55 0.935 1 0.884 1 0.813 >24 (61 0.974 1 0.919 1 0.841 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, 'AN' assumes an influence of a nearby edge. If no edge exists, then 'NV = Jr.. 4 Concrete thickness reduction factor in shear, JF'' assumes an influence of a nearby edge. If no edge exists, then I = 1.0. :j 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. 276 Hilti, Inc. (US) 1-800-879-8000 1 wwwus.h(Iti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 14 - Hilti KWIK Bolt TZ stainless steel specifications' Setting Nominal anchor diameter (in.) 3/8 1/2 5/8 3/4 information Symbol Units Nominal bit diameter dbl, in. 3/8 . 1/2 5/8 3/4 Nominal mm. in. 2-5/16 . 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-5/16 embedment nm (mm) (59) (60) (91) (91) (113) (110) (142) Effective mm. in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment h0 (mm) (51) (51) (83) (79) (102) (95) (121) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 Mm. hole depth h0 (mm) (67) (67) (102) (95) (121) (117) (146) Mm. thickness in. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 of fixture tn.n (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 of fixture L (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque T1 ft-lb 25 40 60 110 (concrete) (Nm) (34) (54) (81) (149) Installation torque ft-lb 15 25 35 70 (masonry) (Nm) (20) (34) (47) (95) Fixture hole in. 7/16 9/16 11/16 13/16 diameter dh (mm) (11.1) (14.3) (17.5) (20.6) Available in. 3 3-3/4 I I 3-3/4 I 4-1/2 I I 5-1/2 I I I 4-3/4 I 6 I 8.5 I I 10 5-1/2 I 8 I I 10 I anchor lengths ench (mm) (76) I (95) I (127) (95) I (114) I (140) I (178) (121) (152) (216) (254) (140) I (203) 1(254) Threaded length in. 7/8 11-5/8 2-7/8 I 15/8 2-3/8 I 3-3/8 I 4-7/8 I 1-1/2 2-3/4 I 5-1/4 I 6-3/4 1-1/2 4 I 6 I including dog point thcocd (mm) (22) (41) (73) (41) (60) (86) (124) (3) I (70) (133) (171) (38) (102) (152) in. 2-1/8 2-1/8 3-1/4 4 Unthreaded length (mm) (54) (54) 1(83) (102) 1 Refer to figure 1 of this section for diagram of installation parameters 2 Minimum thickness of fixture is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt 12 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. Hilti, Inc. (us) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 277 3.3.5 KWIK Bolt TZ Expansion Anchor Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure in uncracked concrete' .2.3.4.5 Nominal Tension - N Shear - anchor Effective Nominal diameter embed. embed. IC = 2,500 psi f'c = 3,000 psi f' = 4,000 psi I' = 6,000 psi f', = 2,500 psi I',, = 3,000 psi I', = 4,000 psi IC = 6,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,710 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) 5/8 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) 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) (119.9) Table 16 - Hilti KWIK Bolt TZ stainless steel design strength with concrete! pullout failure in cracked concrete' .2,3.4.5 Nominal Tension - cfN Shear - anchor Effective Nominal diameter embed. embed. I' = 2,500 psi f' = 3,000 psi f' = 4,000 psi f' = 6,000 psi f' = 2,500 psi f', = 3,000 psi f' = 4,000 psi f' = 6,000 psi in. 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 1,665 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 (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 3.1.8.6 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 19 to 26 as necessary. Compare to the steel values in table 17. 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 AC as follows: for sand-lightweight, AC = 0.68; for all-lightweight, AC = 0.60 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: 1/2-in diameter by 2-in effective embedment depth - = 0.64 All other sizes - 0N,CI = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. 278 1411t1, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 For a specific edge distance, the permitted spacing is calculated as follows: (s min ~ s + qwqqFqi .1 - mIn2 (c - c.2) min,2 (c 11 - c,,,) Figure 3 Anchors not permitted - in shaded area Case 2 : [ Case 1 '- Concrete flfl.I Edge Ce at s0,11 .1n.2 ats n,1n2 edge distance c _ LJL±2J - _________ KWIK Bolt TZ Expansion Anchor 3.3.5 Table 17 - Steel strength for Hilti KWIK Bolt TZ stainless steel anchors12 Nominal anchor diameter Tensile cpN 3 Shear V 4 Seismic shear in. lb (kN) lb (kN) lb (kN) 4,475 3,070 1,835 3/8 (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 3.1.8.6 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 = c AN f,, as noted in ACI 318-14 Chapter 17. 4 Shear values determined by static shear tests with 4V,, < 0.60 A.,v f,., as noted in ACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with V 0q < 4 0.60 A Av f,t, as noted in ACI 318-14 Chapter 17. See section 3.1.8.7 for additional information on seismic applications. 33.5 Table 18 - Stainless steel Hilti KWIK Bolt TZ installation parameters' Setting Nominal anchor diameter d0 3/8 1/2 5/8 3/4 information Symbol Units Effective minimum in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment' (mm) (51) (51) (83) (79) (102) (95) (121) in. 4,15 416 618 5 61 18 68 8 Mm. member thickness h 1 (mm) (102) I I (127) (102) I I (152) (152) I I (203) (127) (152) I I (203) (152) I I (203) (203) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 (mm) (64) (73) (54) (83) (60) (108) (102) Case 1 for in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (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 c,,,2 (mm) (89) (114) (83) (105) (108) (241) (178) Case 2 for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 (mm) (57) (73) (51) (70) (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,,,11 <c <c,0102, will determine the permissible spacings. _____ - ----- - : -- - - -. - Hilt, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) corp. 1.800-363-4458 1 www.hiiti.ca I Anchor Fastening Technical Guide 2016 279 33.5 KWIK Bolt TZ Expansion Anchor Table 19 - Load adjustment factors for 3/8-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete 1.2 Edge Edge distance in shear Conc. II to and 3/8-in. KB-TZ ss Spacing distance Spacing thickness uncracked concrete factor factor in factor I toward away from factor in in tension tension I in shear3 edge edge shear4 'AN 'RN lAy '111 '111 IHV 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 0.60 0.60 0.49 0.60 n/a 0 C 0 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a o 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 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 CO 5 (127) 0.92 0.71 0.91 E 5-1/2 (140) 0.96 0.73 0.95 ) 6 (152) 1.00 0.75 1.00 0 C 7(178) 0.79 ° 8 (203) 0.83 9 (229) 0.87 0) - 10(254) 0.91 Co 0 11(279) 0.95 C" 12(305) 1.00 1 Table 20 - Load adjustment factors for 3/8-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete 1,2 Edge Edgedistanceinshear Conc. 11to and 3/8-in. KB-TZ ss Spacing distance Spacing thickness cracked concrete factor factor in factor I toward away from factor in in tension tension in shear' edge edge. shear' 'AN 'RN 'AV fRy fRy 'NV 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 CD 2-1/2(64) 0.71 0.87 0.60 0.49 0.87 n/a 0 C 0 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 -,E 4(102) 0.83 0.87 1.00 0.82 4-1/2 (114) 0.88 0.69 0.87 (0' 5(127) 0.92 0.71 0.91 g 5-1/2(140) 0.96 0.73 0.96 ) 6(152) 1.00 0.75 1.00 0)0) D C 7(178) 0.79 O . ° 8(203) 0.83 9(229) 0.87 0) 10(254) 0.92 0 11(279) a. 0.96 12(305) 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 AOl 318-14 Chapter 17. 3 Spacing factor reduction in shear, Jr., assumes an influence of a nearby edge. If no edge exists, then f, = f. 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f v = 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. 280 Hilti, Inc. (US) 1-800879-8000 1 www.us.hitti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 11 www.hiltl.ca I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 21 - Load adjustment factors for 1/2-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete' .2 1/2-in. KB-TZ SS uncracked concrete Spacing factor in tension 1pJ4 - Edge distance factor in tension I Spacing factor in shear' JAy Edge distance in shear Conc. thickness fac- tor in shear' JAy_____ .1. toward edge fRy 11to and away from edge J1111 _____ Effective in. embed. h01 (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 1 (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. (mm) 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) 3-5/8 (92) 2-3/8 (60) 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 n/a 2-1/8 (54) n/a 0.61 n/a 0.39 n/a 0.54 n/a 0.11 n/a 0.22 n/a n/a 2-7/8 (73) 0.74 /0.65 0.53 0.45 0.63 0.55 0.53 0.17 0.53 0.35 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 3-1/4 (83) 0.77 0.67 0.59 0.49 0.64 0.56 0.59 0.21 0.59 0.42 n/a n/a 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 0.73 0.56 0.84 n/a -.- 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 L 5-112 (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 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 i 8 (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 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 Ch 12 (305) 1.00 0.72 0.93 14 (356) 0.75 1.00 16 (406) 0.79 18 (457) 0.83 >20 (508) 0.86 Table 22 - Load adjustment factors for 1/2-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete' .2 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension fAN Edge distance factor in tension JAN Spacing factor in shear' fAA Edge distance in shear Conc. thickness fac- tor in shear' IAN_____ .1. toward edge I AN_____ II to and away from edge IRA_____ Effective in. embed. h4f (mm) 2 (51) 3-1/4 (83) 2 1 (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 (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) 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 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 .t 3-1/4 (83) 0.77 0.67 1.00 0.75 0.61 0.56 0.56 0.21 1.00 0.42 n/a n/a 3-1/2 (89) 0.79 0.68 1.00 0.79 0.62 0.56 0.63 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 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 fl E 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 6 6 (152) 1.00 0.81 _______ _______ 0.71 0.61 0.53 1.00 0.92 1 0.66 7(178) 0.86 0.74 0.63 0.67 0.99 0.71 8 (203) 0.91 0.78 0.65 0.82 1.00 0.76 9 (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 12 (305) 0.92 0.72 0.94 14(356) 0.99 0.76 1.00 16 (406) 1.00 1 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 PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, JAN' assumes an influence of a nearby edge. If no edge exists, then f = fAll 4 Concrete thickness reduction factor in shear, fw assumes an influence of a nearby edge. If no edge exists, then fHv = 1.0. LJ 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. Huh, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltt.ca I Anchor Fastening Technical Guide 2016 281 iI 3.3.5 KWIK Bolt TZ Expansion Anchor Table 23 - Load adjustment factors for 5/8-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete' .2 Edge distance in shear II to and away 5/8-In. KB-TZ SS Spacing factor Edge distance Spacing factor Conc. thickness fac- uncracked concrete in tension factor in tension in shear3 i toward edge from edge tor in shear fI fRN 'AK IKV f 11V I Ky Effective in. 3-1/8 4 3-1/8 4 3-1/8 4 3-1/8 4 31/8 4 31/8 4 embed. h01 (mm) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) (79) (102) Nominal in. 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 3-9/16 4-7/16 embed. (mm) (90) (113) (90) (113) (90) (113) (90) (113) (90) (113) (90) (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 i 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 -i' 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 -9- . 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 . 5-12 (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 . . 6 (152) 0.82 0.75 0.86 0.68 0.62 0.59 0.59 0.43 0.86 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 0.67 - (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 18 (457) 0.85 0.78 20 (508) 0.89 1 0.82 1 22 (559) 0.93 0.85 >24 (610) 0.97 0.88 Table 24 - Load adjustment factors for 5/8-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete' .2 5/8-in. KB-TZ SS cracked concrete . Spacing factor in tension fAN Edge distance factor in tension IRK Spacing factor in shear' 1V Edge distance in shear Conc. thickness fac- tor in shear 1KV I toward edge fRy II to and away from edge 1KV Effective in. embed. h (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 1 (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 (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 t 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 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 g 4 (102) 0.71 0.67 0.89 0.75 0.58 056 0.33 0.24 0.65 0.47 n/a n/a ---.- 4-1,2 (114) 0.74 1 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a .9. .. 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 L5 d . 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 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 10 254) 1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 Z 1E 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14(356) 0.78 0.72 1.00 0.94 2. 16 (406) 0.82 0.75 1 1.00 18 (457) 0.85 0.79 20(508) 0.89 0.82 22(559) 0.93 0.85 >24(610) 1 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 canbecome 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, fAV assumes an influence of a nearby edge. If no edge exists, then JAy = f All • 4 Concrete thickness reduction factor in shear, fHv assumes an influence of a nearby edge. If no edge exists, then JKy = 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. 282 Huh, Inc. (US) 1, -800-879-8000 1 www.us.hiltl.com I an español 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 Mechanical Anchoring Systems KWIK Bolt TZ Expansion Anchor 3.3.5 Table 25 - Load adjustment factors for 3/4-in, diameter stainless steel Hilti KWIK Bolt TZ in uncracked concrete1'2 Edge distance in shear II to and away 3/4-in. KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness fac- uncracked concrete in tension factor in tension in shear' .1. toward edge from edge tor in shear' IAN I RN IAN Im_______ fm INN_______ 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. h (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,,, (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 4-1,2 (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) 0.74 0.69 0.55 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a -- (152) _6 0.77 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 . (203) _8 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 9(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 '6 ' 9-1,2 (241) 0.92 1 0.83 0.95 0.66 0.63 0.98 0.72 1 0.98 0.81 0.73 CM 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 0.75 Z 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 20 (508) 0.85 0.78 22 (559) 1 0.88 1 0.81 _______ >24 (610) 1 0.92 1 0.84 1 Table 26 - Load adiustment factors for 3/4-in, diameter stainless steel Hilti KWIK Bolt TZ in cracked concrete 1.2 Edge distance in shear 11to and away 3/4-in. KB-TZ SS Spacing factor Edge distance Spacing factor Conc. thickness fac- cracked concrete in tension factor in tension in shear' I toward edge from edge tor in shear' IAN I RN lAy la, ía,______ fRY_______ Effective in. 33/4 43/4 33/4 43/4 33J4 43/4 33/4 43/4 33/4 43/4 33/4 43/4 embed. h, (mm) (95) (121) (95) (121) 1 (95) (121) 1 (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 m (mm) (110) (141) (110) (141) (110) (141) (110) (141) (110) (141) (110) (142) 4 (102) n/a 0.64 n/a 0.68 n/a 0.56 n/a 0.20 n/a 0.40 n/a n/a 4-1/4 (108) n/a 0.65 0.81 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 (127) 0.72 0.68 0.91 0.77 0.57 0.57 0.27 0.28 0.54 0.56 n/a n/a § 5-1/2 (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 6 (152) 0.77 0.71 1.00 0.88 0.58 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 1 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 CO .... 9 (229) 0.90 0.82 1.00 0.62 0.63 0.65 0.67 1.00 0.71 0.72 '6 z9.9-1,2 (241) 0.92 1 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 12 (305) 1.00 ____ 0.67 0.67 1.00 1.00 0.82 0.83 14 (356) ____ 0.69 0.70 0.88 0.89 16 (406) ____ 0.72 0.73 0.94 0.95 CO 18 (457) a ____ 0.75 0.76 1.00 1.00 20 (508) ____ 0.78 (559) 0.78 22 ____ 0.81 (610) 0.81 >24 ________ _______ 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 ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, fA, assumes an influence of a nearby edge. If no edge exists, then 'AN = 4 Concrete thickness reduction factor in shear, I, 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. 3.3.5 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 283 iiIiIIiiI IIIiIIIIiI 111IE 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 5/8 Typical Mm. 2-1/2 for 3/8, 1/2, 5/8x3-1/8 and 3/4x3-1/4 Mm. 3-1/4' for 5/8x4 and 3/4x3-3/4 Mini mum J. _P/ (Vafley) 20 Gauge Mn.m I Mm. k Steel W-Deck P"W 3-7/8" 3-7/8' Lower Min. 12'Typical Flute Mm. 1" (Ridge) Figure 4 - Installation of Hilti KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - W Deck Minimum 5/8' Typical Min. 3,000 psi Normal-Weight Mm 2-1/4" or Lightweight Concrete Upper Flute Minimum (Valley) 20 Gauge Min. Steel B Deck Mm. 31/2" Lower Flute Min. 2-1/2' 3/4" Min. ./ Mm. 6" Typical (Ridge) Figure 5 - Installation of Hilti KWIK Bolt TZ in the soff it of concrete over metal deck floor and roof assemblies - B Deck 284 Huh, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiiti.ca I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 27 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck' .2.3.4.5.6 Loads according to Figure 4 Loads according to Figure 5 Nominal Effective Nominal Tension - pN Shear -OV. Tension - ON. Shear - cpV anchor embed. embed. I' = 3,000 psi f' = 4,000 psi f' = 3,000 psi 1',, = 4,000 psi f' 3,000 psi f' = 4,000 psi f' = 3,000 psi f' = 4,000 psi diameter depth 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. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 2-5/16 750 865 1.135 1,135 705 815 1,200 1,200 (38) (59) (3.3) (3.8) (5.0) (5.0) (3.1) (3.6) (5.3) (5.3) 2 2-5/16 1,305 1,505 1,385 1,385 1,200 1,385 1,850 1,850 38 / (51) (59) (5.8) (6.7) (6.2) (6.2) (5.3) (6.2) (8.2) (8.2) 2-3/4 2-5/16 1,995 2,305 1,765 1,765 n/a n/a n/a n/a (70) (8.9) (10.3) (7.9) (7.9) 2 2-3/8 1,305 1.505 1,690 1,690 1,210 1,395 1,680 1,680 (51) (5.8) (6.7) (7.5) (7.5) (5.4) (6.2) (7.5) (7.5) 1/2 3-1/4 3-5/8 2,400 2,770 2,640 2,640 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (11.7) (11.7) (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 4-7/16 3,385 3,910 3,650 3,650 n/a n/a n/a n/a (102) (113) (15.1) (17.4) (16.2) (16.2) 3-1/4 3-13/16 2,750 3,175 3,145 3,145 n/a n/a n/a n/a (83) (97) (12.2) (14.1) (14.0) (14.0) / 3-3/4 4-5/16 1 2,765 3,195 4,025 4,025 n/a n/a n/a n/a (95) (110) 1 (12.3) (14.2) (17.9) (17.9) Table 28 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck' .2.3,4,6.6.7 Loads according to Figure 4 Loads according to Figure 5 Nominal Effective Nominal Tension - ON~ Shear - 4V Tension - ON~ Shear - 4V anchor embed. 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 f' = 4,000 psi diameter depth 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. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 2-5/16 630 725 1,135 1,135 595 685 1,200 1,200 (38) (59) (2.8) (3.2) (5.0) (5.0) (2.6) (3.0) (5.3) (5.3) 2 2-5/16 925 1,070 1,690 1,690 1,080 1,245 1,850 1,850 3/8 (51) (59) (4.1) (4.8) (7.5) (7.5) (4.8) (5.5) (8.2) (8.2) 2-3/4 2-5/16 1,610 1,860 1,495 1,495 n/a n/a n/a n/a (70) (7.2) (8.3) (6.7) (6.7) 2 2-3/8 925 1,070 1,950 1,950 860 995 1,680 1,680 (51) (4.1) (4.8) (8.7) (8.7) (3.8) (4.4) (7.5) (7.5) 1/ 2 3-1/4 3-5/8 11705 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 2,990 2.990 1,875 2,165 3,060 3,060 (79) (90) (5.8) (6.7) (13.3) (13.3) (8.3) (9.6) (13.6) (13.6) 5/8 4 4-7/16 2,520 2,910 3,925 3,925 n/a n/a n/a : n/a (102) (113) (11.2) (12.9) (17.5) (17.5) 3-1/4 3-13/16 1,950 2,250 3,145 3,145 n/a n/a n/a n/a (83) (97) (8.7) (10.0) (14.0) (14.0) 3/4 3-3/4 4-5/16 2,060 2,380 402,350 402,350 n/a n/a n/a n/a (95) (110) (9.2) (10.6) (1789.7) (1789.7) 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 hCI (effective 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 to steel values in table 4 is not required. Values in tables 28 and 29 control. 7 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 only by = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 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 shear conditions: 3/8-in diameter with 1-1/2" effective embedment - = 0.77, 3/8-inch diameter with 2" and 2-3/4" effective embedment - = 0.63 5/8-inch diameter - 0.94 3/4-inch diameter with 3-1/4" effective embedment - = 0.80, 3/4-inch diameter - ct,, = 0.86 Huh, Inc. (US) 1-800-879-8000 1 www.us.hilti.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 2016 285 3.3.5 KWIK Bolt TZ Expansion Anchor Mm. 2-1/4 for 3/8"x1-1/2' , Mm. 3-1/4 for 3/8x2 ' and 1/2 ' UFlute pper Minimum \'20 i- Gauge Mm. - (Valley) Steel B-Deck Mm. 3-1/2" Lower Flute Mm. 2-1/2' Mm. 6" Typical (Ridge) Figure 6 - Installation of the Hilti KWIK Bolt TZ on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 29 - Hilti KWIK Bolt TZ carbon steel design strength in the top of uncracked concrete over metal deck' 2,3,4,5 Nominal Tension - 4N Shear - anchor Effective Nominal diameter embed., embed. f' = 3,000 psi f'= 4,000 psi f' = 3,000 psi f = 4,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 2-13/16 1,300 1,500 1,690 1,950 (38.1) (714) (5.8) '(6.7) (7.5) (8.7) 38 / 2 2-5/16 1,790 2,070 2,605 3,005 (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' 30 - Hilti KWIK Bolt TZ carbon steel design strength in the top of cracked concrete over metal deck1 '4'5 Nominal Tension - 4N Shear - anchor Effective 'Nominal diameter embed. embed. f = 3,000 psi f = 4,000 psi f = 3,000 psi f = 4,000 psi in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 2-13/16 ' 940 1,085 1,195 1,385 (38.1) (71.4) (4.2) (4.8) (5.3) (6.2) 3/8 / 2 2-5/16 1,615 ., 1,865 1,845 - 2,130 (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 3.1.8.6 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 31 and 32 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, X. = 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 only by 0Nw0 = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. 286 Hilti, Inc. (US) 1.800-879-6000 1 www.us.hilti.com 11 en espanol 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hllti.ca I Anchor Fastening Technical Guide 2016 L87 91.07 P!5 I83!Ut.4o9I6U!UOl88d iOqu 831jfl4MMM I espp-cgc-oos-i diO3(8p8u83) !11!H I 0009-6L8-008-L IoV8ds8 uo I wo3 flhiWsnMMM I 0008-6L8-008-I.(S1I) 'Ou !IIiH UO 099 siLli jo c elqLt io Z Opel .19qj19 6uisn poU6!99p aq uo J0q0u8 oql 99q0U!-P ol lenbe io u8ifl ieew6 ssauNoiql 9j9i0U00 JOd - = J UGI SSXa aOpa ou j ø6p9 Aqiu 8 jo 90u8n1Ju1 ue s9wn998 'f waqs U! joloel uoijonpoi s99wp1114 849J0UO3 P = 'J ueqj ssixe 96p9 ou 96p9 1cqJ89u B !0 90u8fl1Ju! 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J0)08j 6u!38d5 )133P IP18W i3A0 81913UO3 PØ)!08i0Ufl 50 Zi-BN u!7/1. pUB u!-8/C i8aqS U 93U8lSp a6p 91 oep lelOW ieno eaiuoo pa,woun jo dol et4l ui ZI 1108NIMN !I!H iae;s uoqrno ioj sioej luewlsnfpe peon - eqej 9E JOLIOUV uolsuedx3 ZI 410a )IIM)I Mechanical Anchoring Systems - 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.3.2 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 ESL-1067. These tables are followed by factored resistance tables. The factored resistance 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 33 - Steel resistance for Hilti KWIK Bolt TZ carbon steel anchors'-2 N Nominal anchor diameter Effective anchor embedment Tensile Shear V,4 Seismic shear V_..,5 in. in. (mm) lb (kN) lb (kN) lb (kN) 1-1/2 4,410 1,390 1,390 (38) (19.6) (6.2) (6.2) 3/8 2 2-3/4 4,410 2,290 1,440 (51) (70) (19.6) (10.2) (6.4) 2 3-1/4 7,280 3,505 3,505 1/2 (51) (83) (32.4) (15.6) (15.6) 3-1/8 4 11,675 5,155 4,845 5/8 (102) (51.9) (22.9) (21.6) 3-1/4 3-3/4 4-3/4 17.080 8,720 7,485 3/4 (83) (95) (121) (76.0) (38.8) (33.3) 1 See section 3.1.8.6 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 N, = AEON 4 f, R as noted in CSA A23.3.14, Annex D. 4 Shear determined by static shear tests with V, <A 0 4 0.6 f R as noted in CSA A23.3-14, Annex D. 5 Seismic shear values determined by seismic shear tests with <A 4 0.6 L,. R as noted in CSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. Table 34 - Steel resistance for Hilti KWIK Bolt TZ stainless steel anchors'-2 Il Nominal anchor diameter Tensile N 3 Shear V,,4 Seismic Shear V,eq5 in. lb (kN) lb (kN) lb (kN) 4,060 3,010 1,800 3/8 (18.1) (13.4) (8.0) 7,890 4,385 4,385 1/2 (35.1) (19.5) (19.5) 12,680 6,290 5,960 5/8 (56.4) (28.0) (26.5) 16,355 10,015 8,215 3/4 (72.8) (44.5) (36.5) 1 See section 3.1.8.6 to convert factored resistance value to ASO value. 2 Hilti KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile N, = AEON Ct ta R as noted in CSA A23.314, Annex D. 4 Shear determined by static shear tests with V. < A..v 4 0.6 f, A as noted in CSA A23.3.14, Annex D. 5 Seismic shear values determined by seismic shear tests with <A 0 q 0.6 R as noted in CSA A23.3-14, Annex D. See section 3.1.8.7 for additional information on seismic applications. 288 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I en español 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.co I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 35 - Hilti KWIK Bolt TZ carbon steel design information in accordance with CSA A23.3-14' II Nominal anchor diameter . Ref Design parameter Symbol Units 3/8 1/2 5/8 3/4 A23.3-14 in. 0.375 0.5 0.625 0.75 Nominal anchor diameter d. SrL (9.5) - (12.7) (15.9) - (19.1) Effective minimum in. 1-1/2 2 2-3/4 2 3-1/4 3-1/8 4 3-1/4 3-3/4 43/4 embedment' (mm) (38) (51) (70) (51) (83) (79) (102) (83) (95) jfl in. 3-1/4 45 1 5 416 618 5 618 5-1/2 618 8 Mm. member thickness3 h (mm) (83) (102) I 1(127) (127) (102) I (152) (152) I 1(203) (127) (152) I 1(203) (140) (152) 1(203) (203) in. 6 4-3/8 1 4 4-1/8 5-1/2 4-1/2 7-1/2 I 6 6-1/2 8-3/4 1 6-3/4 12 10 I 8 9 Critical edge distance c (mm) (152) (111)1(102) I (105) (140) (114) (191)1(152) I (165) (222)1(171) I (305) (254) I 1(203) (229) in. 8 2-1/2 2-1,2 2-3/4 2-3/8 3-5/8 3-1/4 9-1/2 4-3/4 4-1/8 c,,, (mm) (203) (64) (64) (70) (60) (92) (83) (241) (121) (105) Mm. edge distance in. 8 5 5 5-3/4 5-3/4 6-1/8 5-7/8 5 10-1/2 8-7/8 for s> (mm) (203) (127) (127) (146) (146) (156) (149) (127) (267) (225) in. 8 2-1/2 2-1/2 2-3/4 2-3/8 3-1/2 3 5 5 4 5n4n (mm) (203) (64) (64) (70) (60) (89) (76) (127) (1 _ 27) (10 Mm. anchor spacing - in. - 8 3-5/8 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 9-1/2 7-3/4 for c> (mm) (203) (92) (92) (105) (89) (121) (108) (241) (241) (197) in. 2 2-5/8 3-3/8 2-5/8 4 3-7/8 4-3/4 4 4-5/8 5-3/4 Mm. hole depth in concrete h0 (mm) (51) (67) (86) (67) (102) (98) (121) (102) (117) (146) psi 100,000 84,800 84,800 84,800 Mm. specified yield strength °° (N/mm2) (690) (585) (585) (585) psi 125,000 106,000 106,000 106,000 Mm. specified ult. strength f.l. (Nftnm°) (862) (731) (731) (731) in' 0.052 0.101 0.162 0.237 Effective tensile stress area A., (33.6) (65.0) (104.6) ' (152.8) Steel embed, material resistance factor for - 0.85 8.4.3 reinforcement Resistance modification factor for tension, steel A - 0.80 0.5.3 failure modes4 Resistance modification factor R - 0.75 0.5.3 for shear, steel failure modes' Factored steel resistance lb 4,410 7,280 11,675 17,080 D.6.1.2 in tension (kN( (19.7) (32.4) (51.9) (76.0) Factored steel resistance lb 1,3901 2,290 3,505 5,155 8,720 0.7.1.2 in shear (kN) (6.2) I (10.2) (15.6) (22.9) (38.8) Factored steel resistance lb 1,390 I 1,440 3,505 4,845 7,485 in shear, seismic (kN) (6.2) (6.4) (15.6) 1 (21.6) (33.3) Coeff. for factored concrete breakout resistance, k5 , - 10 ' 0.6.2.2 uncracked concrete Coeft. for factored concrete breakout resistance, cracked k,, - 7 0.6.2.2 concrete Modification factor for anchor resistance, tension, uncracked qJ5 - 1.0 0.6.2.6 concrete' Anchor category - 2 I 1 0.5.3(c) Concrete material - 0.65 8.4.2 resistance factor Resistance modification factor for tension and shear, R - 0.85 1.00 D. 5.3 (c) concrete failure modes, Condition 60 Factored pullout resistance N, lb 1,285 1,765 2,880 N/A 3,855 N/A 6,405 N/A I 5,795 1 7,480 1(33.3) 0.6.3.2 in 20 MPa uncracked concrete' (kN) (5.7) (7.8) (12.8) (17.2) (28.5) (25.8) ___ ___ Factored pullout resistance in N lb N/A 1,590 2,220 N /A 3,450 I N/A N/A N/A I . N/A I N/A 0.6.3.2 20 MPa cracked concrete' J L - (7.1) (9.9) (15.3) 1 Design information in this table is taken from ICC-ES ESL-1067, dated September 2016, table 3, and converted for use with CSAA23.3-14 Annex D. 2 See figure 1 of this section. For concrete over metal deck applications where the concrete thickness over the top flute is less than h in this table, see figure 6 and tables 43 and 44 of this section. I The carbon steel KWIK Bolt TZ is considered a ductile steel element as defined by CSA A23.3-14 Annex 0 section 0.2. 5 For all design cases, Ip = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k55,) or uncracked Concrete (k5 ) must be used. 5 For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section 0.5.3 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. 7 For all design cases, Ip P = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESL-1067 for additional information. Huh, Inc. (US) 1-800-879-8000 1 www.us.hitti.com I en espaioI 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hhlti.ca I Anchor Fastening Technical Guide 2016 289 3.3.5 3.3.5 KWIK Bolt TZ Expansion Anchor Table 36 - Hilti KWIK Bolt TZ carbon steel factored resistance with concrete/pullout failure II in uncracked concrete' .2.3.4. Nominal Tension - N, Shear - V, f' = 20 MPa f' = 25 MPa f'c = 30 MPa f', = 40 MPa f'c = 20 MPa f' = 25 MPa f', = 30 MPa f' = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,285 1,435 1,575 1,815 1,300 1,455 1,595 1,840 (38) (46) (5.8) (6.5) (7.0) (8.1) (5.8) (6.5) (7.1) (8.2) 2 2-5/16 1,765 1,970 2,160 2,495 2,380 2,660 2,915 3,365 3/8 / (51) (7.8) (8.8) (9.6) (11.1) (10.6) (11.8) (13.0) (15.0) 2-3/4 3-1/16 2,880 3,220 3,530 4,075 7,655 8,560 9,375 10,825 (70) (78) (12.8) (14.3) (15.7) (18.1) (34.0) (38.1) (41.7) (48.2) 2 2-3/8 2,380 2,660 2,915 3,365 2,380 2,660 2,915 3,365 (51) (10.6) (11.8) (13.0) (15.0) (10.6) (11.8) (13.0) (15.0) 1/2 / 3-1/4 3-5/8 3,855 4,310 4,725 5,455 9,885 11,050 12,105 13,975 (83) (92) (17.2) (19.2) (21.0) (24.3) (44.0) (49.2) (53.8) (62.2) 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 5/8 / 4 4-7/16 6,405 7,165 7,845 9,060 13,465 15,055 16,490 19,040 (102) (113) (28.5) (31.9) (34.9) (40.3) (59.9) (67.0) (73.4) (84.7) 3-1/4 3-13/16 4,940 5,525 6,050 6,990 9,885 11,050 12,105 13,975 (83) (97) (22.0) (24.6) (26.9) (31.1) (44.0) (49.2) (53.8) (62.2) 3-3/4 4-5/16 5,795 6,475 7,095 8,195 12,100 13,530 14,820 17,115 / (95) (110) (25.8) (28.8) (31.6) (36.4) (53.8) (60.2) (65.9) (76.1) 4-3/4 5-9/16 7,480 8,360 9,160 10,575 17,395 19,450 21,305 24,600 (121) (141) 1 (33.3) (37.2) (40.7) (47.0) (77.4) (86.5) (94.8) (109.4) Table 37 - Hilti KWIK Bolt TZ carbon steel factored resistance with concrete/pullout failure 1.1 in cracked concrete 1,2.3.4.5 Nominal Tension - N, Shear - V, f' = 20 MPa f' = 25 MPa f', = 30 MPa f' = 40 MPa f' = 20 MPa f'c = 25 MPa f' = 30 MPa f' = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900 psi) (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) 1-1/2 1-13/16 910 1,020 1,115 1,290 910 1,020 1,115 1,290 (38) (46) (4.1) (4.5) (5.0) (5.7) (4.1) (4.5) (5.0) (5.7) 2 2-5/16 1,590 1,780 1,945 2,250 1,665 1,865 2,040 2,355 3/8 / (51) (7.1) (7.9) (8.7) (10.0) (7.4) (8.3) . (9.1) (10.5) 2-3/4 3-1/16 2,220 2,480 2,720 3,140 5,360 5,990 6,560 7,580 (70) (78) (9.9) (11.0) (12.1) (14.0) (23.8) (26.6) (29.2) (33.7) 2 2-3/8 1,665 1,865 2,040 2,355 1,665 1,865 2,040 2,355 (51) (7.4) (8.3) (9.1) (10.5) (7.4) (8.3) (9.1) (10.5) 1/2, / 3-1/4 3-5/8 3,450 3,855 4,225 4,875 6,920 7,735 8,475 9,785 (83) (92) (15.3) (17.1) (18.8) (21.7) (30.8) (34.4) (37.7) (43.5) 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 5/8 4 4-7/16 4,710 5,270 5,770 6,665 9,425 10,535 11,545 13,330 (102) (113) (21.0) (23.4) (25.7) (29.6) (41.9) (46.9) (51.3) (59.3) 3-1/4 3-13/16 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (83) (97) (15.4) (17.2) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 3-3/4 4-5/16 4,235 4,735 5,190 5,990 8,470 9,470 10,375 11,980 3/4 (95) (110) (18.8) (21.1) (23.1) (26.6) (37.7) (42.1) (46.2) (53.3) 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 (121) (141) (27.1) (30.3) (33.2) (38.3) (54.2) (60.6) (66.3) (76.6) 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 6 to 13 as necessary. Compare to the steel values in table 33. 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. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular val- ues in tension only by 0N..,, 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. 290 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 38 - Hilti KWIK Bolt TZ stainless steel design information in accordance with CSA A23.3-14' Nominal anchor diameter Ref Design parameter Symbol Units 3/8 1/2 5/8 3/4 A23.3-14 In. 0.375 0.5 0.625 0.75 Nominal anchor diameter d (mm) (9.5) (12.7) (15.9) - (19.1) Effective minimum in. 2 2 3-1/4 3-1/8 4 33/4 43/4 embedment' (mm) (51) (51) (83) (79) (1 2)1 (95) (121) in. 4 6 6 8 5 6 8 6 8 8 Mm. concrete thickness h (mm) (102) (127) (102) 1(152) (152) 1(203) (127) (152) 1(203) (152) 1(203) (203) 4-3/813-7/8 5-1/214-1/2 7-1/2 6 6-1/2 8-3/4 16-3/4 10 I 8 9 Critical edge distance C.in. (mm) (111) I I (98) (140)1(114) I (191)1(152) (165) (222) I 1(171) (254)1(203) I (229) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Cfl4fl (mm) (64) 1 (73) (54) (83) (60) (108) (102) 1 Mm. edge distance in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 for s> (mm) (127) (146) (133) (140) (140) (254) (216) in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 S. In n (mm) (57) (73) (51) (70) 1 (60) (127) (102) Mm. anchor spacing in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 for C> (mm) (89) 1 (114) 1 (83) (105) (108) (241) (178) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-1/2 5-3/4 Mm. hole depth in concrete h,, (mm) (67) (67) (102) (98) (121) (117) (146) psi 92,000 92,000 92,000 76,125 Mm. specified yield strength IN,4nm2) (634) (634) (634) (525) Psi 115,000 115,000 115,000 101,500 Mm. specified ult. strength 1'fl (Na9 (793) 1 (793) (793) 1 (700) in' 0.052 0.101 0.162 0.237 Effective tensile stress area A (mm2) (33.6) (65.0) (104.6) (152.8) Steel embed. material resistance factor 112. - 0.85 8.4.3 for reinforcement Resistance modification factor for tension, JR - 0.80 D.5.3 steel failure modes3 Resistance modification factor for shear, R - 0.75 D.5.3 steel failure modes Factored steel resistance lb 4,060 7,890 12,680 16,355 D.6.1.2 in tension (kN) (18.1) (35.1) (56.4) (72.8) Factored steel resistance V lb 3,010 4,385 6,290 10,015 D.7.1.2 in shear °' (kN) (13.4) (19.5) (28.0) (44.5) Factored steel resistance lb 1,800 4,385 5,960 8,215 in shear, seismic (kN) (8.0) (19.5) 1 (26.5) (36.5) Coeff. for factored concrete breakout k - 10 D.6.2.2 resistance, uncracked concrete Coeff. for factored concrete breakout - 7 I I 10 I I 7 I I 7 I I 10 I 7 D.6.2.2 resistance, cracked concrete c.. Modification factor for anchor resistance, 1.0 D.6.2.6 tension, uncracked concrete' °•' Anchor category - 1 2 1 1 1 1 I 1 0.5.3 (c) Concrete material resistance factor - 0.65 - 8.4.2 Resistance modification factor for tension and shear, concrete failure modes. P - 1.00 0.85 1.00 1.00 1.00 1.00 D.5.3 (c) Condition B5 Factored pullout resistance N,,,,,6, lb 1,840 N/A 4,030 N/A N/A 8;440 D.6.3.2 in 20 MPa uncracked concrete' (kN) (8.2) (17.9) (375) Factored pullout resistance in 20 MPa N,,,,,, lb 1,635 1,885 NA NA I 4,095 5,685 NA 0. 6.3.2 cracked concrete' (kN) (7.3) (8.4) (18.2) (25.3) Factored seismic pullout resistance in 20 lb 1,635 1,635 NA NA I 4,095 5,685 NA 0.6.3.2 MPa cracked concrete' (kN) (7.3) (7.3) (18.2) (25.3) Design information in this table is taken from ICC ES ESL-1067, dated September 2016, table 4, and converted for use with CSAA23.3-14 Annex D. See figure 1 of this section. The stainless steel KWIK Bolt TZ is considered a ductile steel element as defined by CSA A23.3-14 Annex D section D.2. For all design cases, qi,,,, = 1.0. The appropriate coefficient for breakout resistance for cracked concrete )k,,,,,) or uncracked concrete (k,,,,,,,,) must be used. For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section 0.5.3 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. For all design cases, qi,,,, = 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ES-1067 for additional information. Hilti, Inc. usm 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Huh (Canada) corp. 1-800-363-4458 1 www.hiiti.ca I Anchor Fastening Technical Guide 2016 291 Mechanical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor Table 39 - Hilti KWIK Bolt TZ stainless steel factored resistance with concrete/pullout failure N in uncracked concrete' .2.3,4.5 Nominal Tension - N Shear - V f' = 20 MPa f' = 25 MPa f' = 30 MPa f'c = 40 We f' = 20 MPa 1',, = 25 We 1',, = 30 We 10 = 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) 2 2-5/16 1.840 2,060 2,255 2,605 2,380 2,660 2,915 3,365 3/8 (51) (8.2) (9.2) (10.0) (11.6) (10.6) (11.8) (13.0) (15.0) 2 23/8 2,025 2,260 2,480 2,860 2,025 2,260 2,480 2,860 (51) (9.0) (10.1) (11.0) (12.7) (9.0) (10.1) (11.0) (12.7) 112 3-1/4 35/8 4,030 4,505 4,935 5,700 9,885 11,050 12,105 13,975 (83) (92) (17.9) (20.0) (22.0) (25.4) (44.0) (49.2) (53.8) (62.2) 3-1/8 3-9/16 4,590 5,130 5,620 6,490 9,175 10,260 11,240 12,980 (79) (90) (20.4) (22.8) (25.0) (28.9) (40.8) (45.6) (50.0) (57.7) 5/8 4 4-7/16 6,730 7,525 8,245 9,520 13,465 15,055 16,490 19,040 (102) (113) (29.9) (33.5) (36.7) (42.3) (59.9) (67.0) (73.4) (84.7) 3-3/4 4-5/16 6,050 6,765 7,410 8,555 12,100 13,530 14,820 17,115 (95) (110) (26.9) (30.1) (33.0) (38.1) (53.8) (60.2) (65.9) (76.1) 3/4 4-3/4 5-9/16 8,440 9,435 10,335 11,935 17,395 19,450 21,305 24,600 (121) (141) (37.5) (42.0) (46.0) (53.1) (77.4) (86.5) (94.8) (109.4) Table 40 - Hilti KWIK Bolt TZ stainless steel factored resistance with concrete/pullout failure in cracked concrete1 '4'5 II Tension - N Shear - V Nominal f' = 20 MPa f'c = 25 MPa f' = 30 MPa f' = 40 MPa f' = 20 MPa J = 25 MPa f' = 30 MPa f'c = 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) 2 2-5/16 1,635 1,830 2,005 2,315 1,665 1,865 2,040 2,355 3/8 (51) (7.3) (8.1) (8.9) (10.3) (7.4) (8.3) (9.1) (10.5) 2 23/8 1,885 2,110 2,310 2,670 2,025 2,260 2,480 2,860 (51) (8.4) (9.4) (10.3) (11.9) (9.0) (10.1) (11.0) (12.7) 1,2 3-1/4 35/8 3,460 3,865 4,235 4,890 6,920 7,735 8,475 9,785 (92) (15.4) (17.2) (18.8) (21.8) (30.8) (34.4) (37.7) (43.5) 3-1/8 3-9/16 3,210 3,590 3,935 4,545 6,425 7,180 7,870 9,085 (79) (90) (14.3) (16.0) (17.5) (20.2) (28.6) (31.9) (35.0) (40.4) 5/8 4 4-7/16 4,095 4,575 5,015 5,790 9,425 10,535 11,545 13,330 (102) (113) (18.2) (20.4) (22.3) (25.7) (41.9) (46.9) (51.3) (59.3) 3-3/4 4-5/16 5,685 6,355 6,960 8,035 12,100 13,530 14,820 17,115 (95) (110) (25.3) (28.3) (31.0) (35.8) (53.8) (60.2) (65.9) (76.1) 3/4 4-3/4 5-9/16 6,090 6,805 7,455 8,610 12,175 13,615 14,915 17,220 (121) 1 (141) (27.1) (30.3) (33.2) (38.3) (54.2) ' (60.6) (66.3) (76.6) 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 19 to 26 as necessary. Compare to the steel values in table 34. 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, A0 = 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 only by aNC = 0.75. For the 112-inch diameter by 2-inch effective embedment anchor, NCdC = 0.65. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. 292 Huh, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hiiti.co i Anchor Fastening Technical Guide 2016 Mechanical Anchoring Systems kWIK Bolt TZ Expansion Anchor 3.3.5 Table 41 - Hilti KWlK Bolt TZ carbon steel factored resistance in the soffit of uncracked lightweight concrete II over metal deck' .2.3.4,5,6.7 Loads according to Figure 4 Loads according to Figure 5 Tensinn - N, Shear - V, Tension - N, Shear - V, Nominal f' = 20 MPa I', = 30 MPa 1', = 20 MPa 1', = 20 MPa f' = 30 MPa 1', = 20 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4350 psi) (2900 psi) (2,900 psi) (4,350 psi) (2,900 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 740 910 1,115 700 855 1,175 (38) (46) (3.3) (4.0) (5.0) (3.1) (3.8) (5.2) 2 2-5/16 1,285 1,575 1,360 1,180 1,445 1,815 3/8 (51) (5.7) (7.0) (6.0) (5.2) (6.4) (8.1) 2-3/4 3-1/16 1,965 2,405 1,730 n/a n/a n/a (70) (78) (8.7) (10.7) (7.7) 2 2-3/8 1,285 1,575 1,655 1,190 1,460 1,650 (51) (5.7) (7.0) (7.4) (5.3) (6.5) (7.3) 1,2 3-1/4 3-5/8 2.360 2,890 2,590 2,155 2,640 2,515 (83) (92) (10.5) (12.9) (11.5) (9.6) (11.7) (11.2) 3-1/8 3-9/16 1.805 2.210 2,935 2,600 3,180 3,000 (79) (90) (8.0) (9.8) (13.1) (11.6) (14.1) (13.3) 5/8 4 4-7/16 3,330 4,080 3,580 n/a n/a n/a (102) (113) (14.8) (18.1) (15.9) 3-1/4 3-13/16 2,705 3,315 3,085 n/a n/a n/a (83) 1 (97) 1 (12.0) (14.7) (13.7) 3/4 3-3/4 4-5/16 2,720 3,330 3,945 1 1 n/a n/a n/a (95) (110) (12.1) (14.8) (17.5) Table 42 - Hilti KWIK Bolt TZ carbon steel factored resistance in the soffit of cracked lightweight concrete II over metal deck1 '45'6'7 Loads according to Figure 4 Loads according to Figure Tension - N, Shear - V, Tension - N, Shear - V, Nominal 1', = 20 MPa 1', = 30 MPa 1', = 20 MPa 1', = 20 MPa f' = 30 MPa f'c = 20 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (2,900 psi) (4,350 psi) (2,900 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 625 765 1,115 585 720 1,175 (38) (46) (2.8) (3.4) (5.0) (2.6) (3.2) (5.2) 2 2-5/16 935 1,145 1,3608 1,060 1,300 1,8158 38 / (51) (4.2) (5.1) (6.0) (4.7) (5.8) (8.1) 2-3/4 3-1/16 1,585 1,940 1,730 n/a n/a n/a (70) (78) (7.1) (8.6) (7.7) 2 2-3/8 935 1.145 1,910 845 1,035 1,650 (51) (4.2) (5.1) (8.5) (3.8) (4.6) (7.3) 1/2 / 3-1/4 3-5/8 1,675 2,050 3,150 1,920 2,350 2,515 (83) (92) (7.5) (9.1) (14.0) (8.5) (10.5) (112) 3-1/8 3-9/16 1,280 1,565 2.9358 1,845 2,260 3,0008 (79) (90) (5.7) (7.0) (13.1) (8.2) (10.1) (13.3) 5/8 4-7/16 2.970 3,635 3,8508 n/a n/a n/a (102) (113) (13.2) (16.2) (17.1) 3-1/4 3-13/16 1,920 2,350 3,0858 n/a n/a n/a (83) (97) (8.5) (10.5) (13.7) / 3-3/4 4-5/16 2,025 2,480 3,9458 n/a n/a n/a (95) (110) (9.0) (11.0) (17.5) 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, (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 27 and 28 control. 7 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 Only by = 0.75. See section 3.1.8.7 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 shear conditions: 3/8-in diameter with 1-1/2" effective embedment - a,, = 0.77, 3/8-inch diameter with 2" and 2 3/4" effective embedment - a,,,,, = 0.63 5/8-inch diameter - a. = 0.94 3/4-inch diameter with 3-1/4" effective embedment - a,,,,, = 0.80, 3/4-inch diameter with 3-3/4" effective embedment - a,,,,, = 0.86 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hittl.com I an español 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.co I Anchor Fastening Technical Guide 2016 293 3.3.5 KWIK Bolt TZ Expansion Anchor Table 43 - Hilti KWIK Bolt TZ carbon steel factored resistance in the top of uncracked II concrete over metal deck' .2,3,4.5 Nominal Tension - N Shear - V f, = 20 MPa f = 30 MPa f', = 20 MPa f' = 30 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2900 psi) (4,350 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 1,285 1,575 1,300 1,595 (38) (46) (5.7) (7.0) (5.8) (7.1) 3/8 2 2-5/16 1,765 2,160 2,380 2,915 (51) (59) (7.9) (9.6) (10.6) (13.0) 2 2-3/8 2,380 2,915 2,380 2,915 1/2 (51) 1 (60) (10.6) (13.0) (10.6) (13.0) Table 44 - Hilti KWIK Bolt TZ carbon steel factored resistance in the top of cracked N concrete over metal deck' .2,3,4,5 Nominal Tension - N, Shear - V, IC = 20 MPa IC = 30 MPa IC = 20 MPa IC = 30 MPa anchor Effective Nominal diameter embedment embedment (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 1-1/2 1-13/16 910 1,115 910 1,115 (38) (46) (4.0) (5.0) (4.0) (5.0) 3/8 2 2-5/16 1,590 1,945 1,665 2,040 (51) (7.1) (8.7) (7.4) (9.1) 2 2-3/8 1,665 2,040 1,665 2,040 1/2 (51) (7.4) (9.1) (7.4) (9.1) 1 See section 3.1.8.6 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 19 to 26 as necessary. Compare to the steel values in table 33. 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 au-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, mul- tiply cracked concrete tabular values in tension only by 0N0 = 0.75. No reduction needed for seismic shear. See section 3.1.8.7 for additional information on seismic applications. c --r -..-.-.--..-.---,-----,.-- -.---..----- 294 Hiiti, inc. (US) 1-800-879-8000 1 www.us.hilti.com i en españoi 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 Bolt TZ Expansion Anchor 3.3.5 3.3.5.4 Allowable Stress Design for masonry Table 45-Allowable tensile loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls1 '4'5'6 Allowable Spacing Edge distance _______________ Critical Minimum Load Critical Minimum Load Nominal tensile capacity anchor Nominal at spacing, spacing, multiplier edge distance, edge distance, multiplier diameter embedment s,,, and c,,, s,,, sc,,,2 at C,,, Cc,1,, at in. in. (mm) lb (kN) in. (mm) in. (mm) s,,,, in. (mm) in. (mm) c,,,, 3/8 2-5/16 (59) 515 (2.3) 9-1/4 (235) 3 (76) 0.49 0.70 2-3/8 (60) 565 (2.5) 9-1/2 (241) 0.49 0.85 1/2 4 (102) 3-5/8 (92) 735 (3.3) 14-1/2 (368) 0.59 12 (305) 4 (102) 1.00 3-9/16 (90) 790 (3.5) 14-1/4 (362) 0.66 0.89 5/8 5 (127) 4-7/16 (113) 870 (3.9) 17-3/4 (451) 0.60 1.00 4-5/16 (110) 1 1,060 (4.7) 1 17-1/4 (438) 0.45 0.80 3/4 6 (152) 5-9/16 (141) 1 1,165 (5.2) 1 22-1/4 (565) 0.41 Table 46 - Allowable shear loads for carbon steel and stainless steel Hilti KB-TZ anchors in the face of grout-filled concrete masonry walls, .3.4.5.6 Allowable Spacing ____________ Edge distance Critical Minimum Load Critical Minimum Nominal shear capacity anchor Nominal at spacing, spacing, multi- edge distance, edge distance, ± load (load diameter embedment s,,, and c. Sc, s,c,,,2 plier at Cc, Cc,, multiplier multiplier in. in. (mm) lb (kN) in. (mm) in. (mm) sc,1,, in. (mm) in. (mm) at c,, at cc,1,, 3/8 2-5/16 (59) 625 (2.8) 9-1/4 (235) 3 (76) 0.81 1.00 2-3/8 (60) 940 (4.2) 9-1/2 (241) 0.45 0.85 1/2 4 (102) 3-5/8 (92) 1,055 (4.7) 14-1/2 (368) 0.5 12 (305) 4 (102) 0.41 0.88 3-9/16 (90) 1,615 (7.2) 14-1/4 (362) 0.40 0.87 5/8 5 (127) 4-7/16 (113) 1,860 (8.3) 17-3/4 (451) 0.38 0.90 4-5/16 (110) 1,615 (7.2) 17-1/4 (438) 0.40 0.87 3/4 6 (152) 5-9/16 (141) 1,860 (8.3) 22-1/4 (565) 0.38 0.90 1 Values valid for anchors installed in face shells of Type 1, Grade N, lightweight, medium-weight, or normal-weight concrete masonry units conforming to ASTM C90. The masonry units must be fully grouted with coarse grout conforming to 2015 IBC Section 2103.3, 2012 IBC Section 2103.13, or 2009 and 2006 IBC Section 2103.12. Mortar must comply with 2015 IBC Section 2103.2, 2012 IBG Section 2103.9, or 2009 and 2006 IBC Section 2103.8. Masonry compressive strength must be at least 1,500 psi atthe time of anchor installation. 2 Loads tabulated are applicable to anchors spaced a critical distance of 4 times the embedment depth. The anchors may be placed at a minimum spacing, sc,,,, provided that reductions are applied to the tabulated values. 3 Anchors must be installed a minimum of 1-3/8 inches from any vertical mortar joint (head joint) in accordance with Figure 7. 4 Allowable loads or applied loads may be modified for the 2009 and 2006 IBC, due to short-term wind or seismic loads. See Table 47. 5 Embedment depth must be measured from the outside face of the concrete masonry unit. 6 For intermediate edge distances and spacings, allowable loads may be determined by linearly interpolating between the allowable loads at the two tabulated edge distances. 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.hittl.ca I Anchor Fastening Technical Guide 2016 295 IMechanicalVAnchoring Systems ii 3.3.5 KWIK Bolt TZ Expansion Anchor Figure 7 - Acceptable locations (shaded areas) for Hilti KWIK Bolt TZ anchors in grout-filled concrete masonry 4" minimum edge distance 12" critical edge distance No installation within I /-1-3/8" of head joint 4" minimum edge distance 12" critical edge distance / Installations in this area for f / full allowable load capacity Mortar Joint L___ Concrete Masonry Unit Installation in this area for reduced (Grouted) allowable load capacity Anchor installation is restricted to shaded areas Table 47 - Alternative basic load combination adjustment factors under the 2009 or 2006 1BC1'2'3 Modification factor for alternate basic load combinations Modification factor for allowable loads for short-term loading conditions Tension Shear Tension Shear 0.75 0.75 1.33 1.33 1 When using the basic load combinations in accordance with IBC Section 1605.3.1, allowable loads must not be increased for wind or seismic loading. 2 When using the alternative basic load combinations in the 2009 or 2006 IBC Section 1605.3.2 that include wind or seismic loads, the allowable loads for anchors may be increased by the tabulated factors found in the right half of the table. Alternatively, the basic load combinations may be reduced by multiplying them by the factors found on the left half of the table. For example, the alternate basic loads for wind or seismic loading may be multiplied by 0.75 or divided by 1.33, as applicable. For the 2015 and 2012 IBC, the allowable loads or load combinations must not be adjusted. 3 The above modification factors are applicable under the 2009 or 2006 IBC only, for Tables 45 and 46 for seismic and wind loads. 296 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltica I Anchor Fastening Technical Guide 2016 KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.5 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at wwwus.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. 3.3.5.6 Ordering information' Description Length Threaded length Box quantity KB-TZ 3/8x3 3 1-1/2 50 KB-TZ SS304 3/8x3 KB-TZ SS316 3/8x3 3 7/8 50 KB-TZ 3/8x3-3/4 3-3/4 2-1/4 50 KB-TZ SS304 3/8x3-3/4 KB-TZ SS316 3/8x3-3/4 3-3/4 1-5/8 50 KB-TZ 3/8x5 5 3-1/2 50 KB-TZ SS304 3/8x5 5 2-7/8 50 KB-TZ 1/2x3-3/4 KB-TZ SS304 1/2x3-3/4 KB-TZ SS316 1/2x3-3/4 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-TZ 1/2x5-1/2 KB-TZ SS304 1/2x5-1/2 KB-TZ SS316 1/2x5-1/2 5-1/2 3-3/8 20 KB-TZ 1/2x7 KB-TZ SS304 1/2x7 7 4-7/8 20 KB-TZ 5/8x4-3/4 KB-TZ SS304 5/8x4-3/4 KB-TZ SS316 5/8x4-3/4 4-3/4 1-1/2 15 KB-TZ 5/8x6 KB-TZ SS304 5/8x6 KB-TZ SS316 5/8x6 6 2-3/4 15 KB-TZ 5/8x8-1/2 KB-TZ SS304 5/8x8-1/2 8-1/2 5-1/4 15 KB-TZ 5/8x10 KB-TZ SS304 5/8x10 10 6-3/4 - 15 KB-TZ 3/45-1/2 5-1/2 2-1/2 10 KB-TZ SS3O43/4x5-1/2 K6-TZSS3163/45-1/2 5-1/2 1-1/2 10 KB-TZ 3/4x7 7 4 10 K6-TZ 3/4x8 8 5 10 KB-TZ SS304 3/48 8 4 10 KB-TZ 3/4x10 10 7 10 KB-TZ SS304 3/410 KB-TZ SS316 3/410 10 6 10 All dimensions in inches Table 44 - KWIK Bolt TZ length identification system LII Length ID marking on A B C D E F G H I J K L M N 0 p 0 R S T U V W bolt head Length From 114 2 214 3 314 4 414 5 514 6 614 7 714 8 81/2 9 9Y 10 11 12 13 14 15 of anchor, Up to e but not 22143 3'4 4445 514 661477118 8 14 991410111213141516 in. including Figure 8 - Bolt head with length identification mark and KWIK Bolt TZ head notch embossment Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hIlti.ca I Anchor Fastening Technical Guide 2016 297 ROD SIZE HOLE SIZE STOCK SIZE 3/8/1/2 33/64 16gax1 5/8 11/16 14gax11/4 3/4 13/16 14 ga x 11/4 7/8 15/16 12gax1 1/4 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 160 RESTRAINING STRAP SIZE - One size fits both 3/8' and 1/2" rod or set screw. 5/8", 3/4" and 7/8" are sized individually. Available lengths 4" and longer. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - cus 203-EX 2551 for 3/8 /1/2' rod size. FUNCTION - To enhance hanger attachment in areas subject to earthquakes. INSTALLATION - Install tight to structure and component parts. Minimum return bend = 1" on strap. L-dimension is measured from hanger rod center to the strap end. ORDERING - Part #, L-dimension and rod size. 1/08 ?owers GENERAL INFORMATION FASTENING INNOVATIONS GENERAL INFORMATION 0 SECTION CONTENTS General Information......................1 POWER_STUD® +SD2 Material Specifications.................1 Wedge Expansion Anchor Installation Specifications............2 Installation Instructions................3 PRODUCT IDESCRIPTION Performance Data..........................5 The Power-Stud+ SD2 anchor is a fully threaded, torque-controlled, wedge expansion anchor Ordering Information..................10 which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. _GENERAL _APPLICATIONS AND _USES ____________________________________ { POWER-STUD+ SD2 Structural connections, i.e., beam and column anchorage ASSEMBLY Utility and safety-(elated attachments Interior applications / low level corrosion environment THREAD VERSION Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers • UNC threaded stud ' 0 e Seismic and wind loading ANCHOR MATERIALS rb Medium to heavy duty purposes • Zinc plated carbon steel body with Tfl . stainless steel expansion clip, zinc FEATURES AND BENEFITS plated carbon steel nut and washer 01: ( + Consistent performance in high and low strength concrete ANCHOR SIZE RANGE (TYP.) + Nominal drill bit size is the same as the anchor diameter • 3/8" diameter through 3/4' 21 diameter 0 + Anchor can be installed through standard fixture holes - SUITABLE BASE MATERIALS + Length ID code and identifying marking stamped on head of each anchor Normal-weight concrete + Anchor design allows for follow-up expansion after setting under tensile loading • Sand-lightweight concrete APPROVALS AND LISTINGS • Concrete over steel deck International Code Council, Evaluation Service ([CC-ES), ESR-2502 for Concrete, • Grouted-filled concrete masonry Code Compliant with the 2015, IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, (CMU) 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACl 318 (Strength Design method using Appendix D) . 9 • Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) F CODE LISTED FM Global (Factory Mutual) - File No. 3033795, 3/8" and 1/2" diameters I Icc-Es ESR-2502 Pipe hanger components for automatic sprinkler systems CONCRETE Underwriters Laboratories (UL Listed) - FileNo. EX1 289 - See listing. This Product Available In CSI Divisions: 03 16 00 - Concrete Anchors, 04 0519.16 - Masonry Anchors and 05 05 09 - Post-Installed Concrete Anchors. Expansion anchors shall be Power-Stud+ SD2 as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor component Specification Anchor Body Medium carbon steel Hex nut carbon steel, ASTM A 563, Grade A Washer Carbon Steel, ASTM F 844; meets dimensional requirements of ANSI 818.22.2. Type A Plain Expansion wedge (clip) Type 316 Stainless Steel Plating (anchor body, nut and washer) Zinc plating according to ASTM B 633, sci Type Ill (Fe/Zn 5). Minimum plating requirements for Mild Service condition. m.powers.com Powers Design Assist's Real-Time Anchor Design Software www.powersdesignassist.com ?owers FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Anchor Settina Information for Installation on the Ton of Concrete-Filled Steel Deck Assemblies'., A h p .4/ nc or rope Notation Units Nominal Anchor Size (inch) 318 1/2 Setting Information Nominal drill bit diameter daft in. 3/8 ANSI 1/2 ANSI " Minimum nominal embedment depth hnom 23l3 Effective embedment het Minimum concrete member thicknesse hmiuit (mm) (64) (64) Critical edge distance (203) (229) Minimum edge distance Ca,iE1ctop (r (102) (70) (102) (203 Minimum spacing distance 5muaa,top (mm) (89) (152) (203) (102) Minimum hole depth h0 in. (mm) 2-1/2 (64) 2-1/2 (64) Installation orque ft-lb. (N-m) 20 (27) 40 (54) Torque wrench socket size - in. 9/16 3/4 Nut height - in. 21/64 7/16 For SI: inch = 25.4 mm, I ft-lbf = 1.356 N-m. The embedment depth, h, is measured from the outside surface of the concrete member to the embedded end of the anchor prior to tightening. The anchors may be installed in the topside of concrete-filled steel deck floor and roof assemblies provided the concrete thickness above the upper flute meets the minimum thicknesses specified in this table. Minimum concrete member thickness refers to the concrete thickness above the upper flute (topping thickness). See Installation Detail D. For all other anchor diameters and embedment depths, refer to the installation table for applicable values of hv, c,ve and sa. Design capacities shall be based on calculations according to values in Tension and Shear Design Information for Anchors in Concrete tables. Iw.powers.com Step 3 Position the washer on the anchor and thread on the nut. If installing through a fixture, drive the anchor through the fixture into the hole. Be sure the anchor is driven to the minimum required embedment depth, h,. Step 4 Tighten the anchor with a torque wrench by applying the required installation torque, Ti., ?owers INSTALLATION INSTRUCTIONS FASTENING INNOVATIONS Power-Stud+ SD2 Anchor Detail Head Marking Legend Letter Code = Length Identification Mark +' Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Before After Innth Identification Mark A B C 0 E F 6 H I J K I M N 0 P From 1-1/2 2' 2-1/2" 3" 3-1/2" 4" 4-1/2' 5" 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" Up to but not including 2' 2-1/2" 3" 3-1/2 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 9-1/2" Length identification mark indicates overall length of anchor. INSTALLATION INSTRUCTIONS Installation Instructions for Power-Stud+ 5D2 Step 1 Step 2 Using the proper drill bit size. Remove dust and debris drill a hole into the base material from the hole, using a hand to the required depth. The pump, compressed air or tolerances of the drill bit used a vacuum to remove loose should meet the requirements particles left from drilling. of ANSI Standard 6212.15. 3 www.powers.com ?owers FASTENING INNOVATIONS INSTALLATION INSTRUCTIONS Installation Detail A: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor and Root Assemblies (see dimensional protile STRUCTURAL SAND-UGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3.000 PSI) Sin. 3114 j-314 Clearance Mm. ,— Upper Flute (Valley) oav,,-o Max Ancl 0Sçtt\\ ____eli Min4lI2 Min. 4-112' _J Mm. 12-1/2' (I\ep) Mm. Lower Flute (Ridge) 1-114' No. 20 Gage Steel Deck Mm. Plate Edge 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles 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. Installation Detail B: Power-Stud+ SD2 Installed in the Soffit of Concrete Over Steel Deck Floor and Root Asseml3lieS isee aimensionai proiie requirements) t. Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with Detail 8 provided the minimum hole clearance is satisfied. Anchors in the lower flute of Detail B profiles may be installed with a maximum 15/16 -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. LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) tin. 2 Clearance Mm. ,..... Upper Flute (Valley) 4. IfC.:.,f....C.C..C. ..C..C..C..C/.fC.fC.0 . iCa t,. 0,.6,f 4. Max. Pow TYP) V_: : Mh;l8 :.. Min. 3-118' Mm. 12' tlypt Mm. Lower Flute (Ridge) No. 20 Gage Sleet Deck in. Flute Edne and Root Assemblies tsee Dimensional iroTiie meclu STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 P5)1 Min. 2-1/4' 1—rClearance Mm. I It c 0 0 0 4 4 4 C C C C C C C f4 11 pow sttot\ /ao \ e 0. cf 2-1/2" 1.3/4 Mm. — 'r // ' Min. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail C provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail C profiles may be installed with a maximum 1/8-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. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail C provided the concrete thickness above the upper flute is minimum 3-1/4-inch and a minimum hole clearance of 3/4-inch is satisfied. Installation Detail C: Power-Stud+ SD2 Installed in the Soffit of Concrete over Steel Deck Floor No. 20 Gage Steel Deck Mm. Lower Rune Ed Installation Detail D: Installation Detail for Anchors in the Top of Concrete Over Steel Deck Floor and Roof Assemblies (see dimensional protile reguir, OVER STEEL DECK (MINIMUM 2.500 PSI) Power-Stud,, Aerdeor (T/p) Min. 2.112* i,— upper Flute (Valley) 4. 4. NO C' r r0 n' it re C r0. Mm. r Min. 3-112 \ rt 1-112' . '' . .'J I ITypt \. . • '. ./ 5., . Mm. (4314' 15p l-314 ' Mm. 6' )Typ( ) Lower Flute )Rldge) Mm. 2412 No. 20 Gate Steel Deck Mb.— Inyp) Flute Edge t. Anchors may be placed in the top side of concrete over steel deck profiles in accordance with Detail 0 provided the minimum concrete thickness above the upper ((ale (topping thickness) is as illustrated and the minimum spacing distance and minimum edge distances are satisfied as given in Selling Information for Installation on the Top of Concrete-Filled Steel Deck Assemblies Table. 2. For anchors installed in the top of concrete over steel deck profiles with concrete thickness above the upper flute (topping thickness) greater than or equal to the minimum concrete member thicknesses specified in Installation Table for the Power-Stud+ 502, the minimum spacing distance and minimum edge distances maybe used from this table, as applicable. www.powers.com 4 ?owers PERFORMANCE DATA FASTENING INNOVATIONS PERFORMANCE DATA Tension Design Informatio LISTED n ICC-ES ESR-2502 Nominal Anchor Diameter (inch) Design Characteristic Notation Units 3/8 1/2 I /8 I 3/4 Anchor category 1,2 or 3 1 - 1 1 1 1 STEEL STRENGTH IN TENSION (ACI 318-14 17.4.1 or ACI 318-11 D5.1)' Minimum specified yield strength (neck) fy ksi (N/mm') 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate tensile strength (neck) f.M ksi (N/mm') 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) A, N in' (mm2) 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tension N lb 6,625 (29.4) 10,445 (46.5) 21,230 (kN) 13,080 (58.2) (94.4) Reduction factor for steel strength' 1 4 - 0.75 CONCRETE BREAKOUT STRENGTH IN TENSION (ACI 318-1417.4.2 or ACI 318-11D.5.2) Effective embedment her in. (mm) 2.00 (51) 2.00 (51) I 3.25 (83) 3.25 .1 (83) 4.25 I (108) 3.75 I (95) I 5.00 (127) Effectiveness factor for uncracked concrete k,, - 24 24 24 24 Effectiveness factor for cracked concrete ka - 17 17 17 17 Modification factor for cracked and uncracked concrete5 - 1.0 See 1.0 See note 5 1.0 See note 5 1.0 See note 5 note _S Critical edge distance ' in. (mm) 6-1/2 (165) 8 (203) 10 (254) 8 (203) 10 (254) 12 (305) I 12 I (305) Reduction factor for concrete breakout strength' 1 4) - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (ACI 318-14 174.3 or ACI 318-11 D.5. 3Y Characteristic pullout strength, lb 2,775 See 6,615 See See See I See uncracked concrete_(2,500_psi)6 (kN) (12.3) note 7 (29.4) note 7 note 7 note 7 i note 7 Characteristic pullout strength, lb 2,165 See 4,375 See See 7,795 See I cracked concrete (2,500 psi)' (kN) (9.6) note 7 (19.5) note 7 note 7 note 7 (35.1) Reduction factor for pullout strength 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS (ACI 318-14 17.2.3.3 or ACI 318-11 D.5.3.3.3) Characteristic pullout strength, seismic (2,500 psi) N lb (kN) 1 2,165 (9.6) I See note 7 I (19.5) See note 7 I See note 7 I See 7,795 note 7 I (35.1) Reduction factor for pullout strength 3 4) - . 0.65 (Condition B) Mean axial stiffness values I Uncracked concrete P lbf/in (kN/mm) 865,000 (151) 717,00 (126) 569,000 (100) I 420,000 I service load range Cracked concrete P lbf/in lbf/in 49,500 57,000 64,500 I 72,000 (k (9) (10) (11) I (13) The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318 D.3.3, as applicable, shall apply. Installation most comply with published instructions and details. All values of 4) were determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable. If the load combinations of ACI 318-11 Appendix C are used, then the appropriate value of 4) must be determined in accordance with ACI 318-11 D.4.4. For reinforcement that meets ACI 3 18- 14 Chapter 17 or ACI 318 Appendix D, as applicable, requirements for Condition A, see ACI 318-14 17.3.3 or ACI 318-11 0.4.3, as applicable, for the appropriate 4) factor when the load combinations of IBC Section 1 605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable, are used. The Power-Stud+ SD2 is considered a ductile steel element in tension as defined by ACI 318-14 2.3 or ACI 318 Dl, as applicable. Tabulated values for steel strength in tension are based on test results per ACI 355.2 and must be used for design. For all design cases use IJ/u = 1.0. Select appropriate effectiveness factor for cracked concrete (ku) or uncracked concrete (k-). For all design cases use I//cr = 1.0. For concrete compressive strength greater than 2,500 psi, N0 = (pullout strength value from table)5(specified concrete compressive strength/2500)1. For concrete over steel deck the value of 2500 must be replaced with the value of 3000. For all anchors n = 1/2 with the exception of the 3/8" anchor size for cracked concrete where n = 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided that Nb, Nq and Npn are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Mean values shown; actual stiffness varies considerable depending on concrete strength, loading and geometry of application. Anchors are permitted for use in concrete-filled steel deck floor and roof assemblies; see installation details A, B, C and D. 5 www.powers.com lowers PERFORMANCE DATA FASTENING INNOVATIONS Reported values for steel strength in shear are based on test results per ACt 355.2, Section 9.4 and shall be used for design. Anchors are permitted to used in sand-lightweight concrete provided that Vb and Vcp are multiplied by a factor of 0.60 (not required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACt 355.2, Section 9.6. Anchors are permitted for use in concrete-filled steel deck floor and roof assemblies; see installation details A, B, C and D. www.powers.com. PERFORMANCE DATA Tension and Shear Design Data for Power-Stud+ SD2 Anchors in the Soffit of Concrete-Filled Steel Deck Assemblies'-27 ?owers -FASTENING INNOVATIONS FICC DE LIS'l'ED -ES ESR-2502 Nominal Anchor Size (inch) Design Characteristics Notation Units 0.375 05 0.625 0.75 Anchor Category 1, 2 or 3 - 1 1 1 EffectiveEmbedment h in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 (108) 3.75 (95) PULLOUT STRENGTH IN TENSION FOR ANCHORS IN SOFFIT OF SAND LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK According to Characteristic pullout strength, N lbf 1,855 2,065 3,930 4,665 7,365 4,900 Detail A uncracked concrete over steel deck' (kN) (8.3) (9.2) (17.5) (20.8) (32.8) (21.8) Characteristic pullout strength, lbf 1,445 1,465 2,600 3,305 5,215 . 3,470 4-1/2-inch-wide deck flute cracked concrete over steel deck'-'Np,eciçc, (kN) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4) According to Characteristic pullout strength, N°"" lbf 2,235 2,785 5,600 Not Not Not Detail B uncracked concrete over steel deck' (kN) (9.9) (12.4) (24.9) Applicable Applicable Applicable 3-7/8-inch-wide Characteristic pullout strength, Np,dvcr lbf 1,745 1,975 3,695 Not Not Not deck flute cracked concrete over steel decku (kN) (7.8) (8.8) (16.4) Applicable Applicable Applicable According to Characteristic pullout strength, lbf 1,600 2,025 Not Not Not Not Detail C uncracked concrete over steel deck' (kN) (7.1) (9.0) Applicable Applicable Applicable Applicable 1-3/4-inch-wide Characteristic pullout strength, lbf 1,250 1,435 Not Not Not Not deck flute cracked concrete over steel deck' (kN) (5.6) (6.4) Applicable Applicable Applicable Applicable Reduction factor for pullout strength' 1 s/ - 0.65 STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4S According to Steel strength in shear, V dk lbf 2,170 3,815 5,040 4,015 6,670 4,325 Detail A concrete over steel deck (kN) (9.7) (17.0) (22.4) (17.9) (29.7) (19.2) Steel strength in shear, seismic, Vdvw lbf 1,715 3,815 5,040 2,675 4,445 2,820 4-1/2-inch-wide deck flute concrete over steel deck (kN) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5) According to Steel strength in shear, . Vdk lbf 3,040 2,675 4,930 Not Not Not Detail B concrete over steel deck (kN) (13.5) (11.9) (21.9) Applicable Applicable Applicable 3-7/8-inch-wide Steel strength in shear, seismic lbf 2,400 2,675 4,930 Not Not Not deck flute concrete over steel deck V.,deckeq(kN) (10.6) (11.9) (21.9) Applicable Applicable Applicable According to Steel strength in shear, V - ait lbf 2,170 2,880 Not Not Not Not Detail C concrete over steel deck (kN) (9.7) (12.8) Applicable Applicable Applicable Applicable 1-3/4-inch-wide Steel strength in shear, seismic Vdi lbf 1,715 2,880 Not Not Not Not deck flute concrete over steel deck (kN) (7.6) (12.8) Applicable Applicable Applicable Applicable Reduction factor for steel strength in shear, A, - 0 65 concrete over steel deck6 For all design cases 'I{r = 1.0. For concrete compressive strength greater than 3,000 psi, Npn=(pullout strength value from table) * (specified concrete compressive strength/2500Y. For all anchors n=1/2 with exception of the 3/8-inch-diameter anchor size, where n=113. Values for Nl%&xk are for sand-lightweight concrete )f' in = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.4.2 or ACI 318 D.5.2, as applicable, is not required for anchors installed in the deck soffit (flute). Values for N.,, are applicable for seismic loading. Shear loads for anchors installed through steel deck into concrete may be applied in any direction. Values for and are for sand-lightweight concrete lf'i = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318-14 17.5.2 or ACI 318 D.6.2, as applicable and the pryout capacity in accordance with ACI 318-14 17.5.3 or ACI 318-11 D.6.3, as applicable, is not required for anchors installed in the deck soffit (flute). All values of çbwere determined from the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2, as applicable. If the load combinations of ACI 318-11 Appendix C are used, then the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4. Anchors shall have an axial spacing along the flute soffit equal to the greater of 3her or 1.5 times the flute width. www.powers.com Tension and Shear Design Strengths for Power-Stud+ SDZ in Cracked Concrete Nominal Anchor Diameter (in.) Nominal h.om (in.) Minimum Concrete Compressive Strength t'c = 2,500 psi Embed. ft 3,000 psi ft = 4,000 psi f'c = 6,000 psi fc = 8,000 psi 4INn Tension (lbs.) tbVn Shear (lbs.) çbNn Tension (lbs.) qlVn Shear (lbs.) tNn Tension (lbs.) QIVn 4Nn Shear Tension (lbs.) (lbs.) dVn bNn I Q5Vn Shear Tension Shear (lbs.) (lbs.) 3/8 123/8 1,405 1,685 1,495 1845 1,645 0 1885 i 2,075 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 3,010 1/2 3-3/4 3-7/8 2,845 3,235 1 4,220 3,115 3,545 a 4,620 3,595 4,095 a 4,405 5,335 5,015 I 5,085 6,535 5,790 I 5/8 7,500 8,660 3/4 4-112 4,010 7,590 4,395 5,075 'RI 6,215 7,175 0- Anchor PulloutiPryout Strength Controls 0- Concrete Breakout Strength Controls U - Steel Strength Controls ?owers FASTENING INNOVATIONS PERFORMANCE DATA Factored Design Strength (çbNn and çbVn) Calculated in Accordance with ACI 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, ha = hm, and with the following conditions: - ca, is greater than or equal to the critical edge distance, ca (table values based on car = c). - c.2 is greater than or equal to 1.5 times Cal. Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the . controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension - and pryout strength in shear are calculated using the effective embedment values, her, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. .a. ha / Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strengths for Power-Stud+ SD2 in Uncracked Concrete Factored design strengths may be convened to allowable loads using an appropriate conversion factor, o(, for the controlling load combination. See ICC-ES ESR-2502 or contact Powers for more information regarding the procedure to convert factored design strengths to allowable loads. www.powers.com 8 Minimum Concrete Compressive Strength Nominal Nominal- fe - 2,500 psi ic = 3,000 psi fe = 4,000 psi fe = 6,000 psi f'c = 8,000 psi Size h T - V.. V,', I ... I - sn. Va Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 3/8 2-3/8 1,005 .1,205 1,070 1,320 1,175 1,445 ,345 1,445. 1,480 1,445. 2-1/2 1120 1,205 1,220 1,320 .1,410 1,520 1,730 . 1,860 1,995 .2,150 1/2 3-3/4 21030 . 4235 . 21225 2,235 .2,570 2,235 3,145 . 2,235 31630 - 2,235 3-7/8 . 2,310 3,015 . 2,530 3,300 2,925 3,810 3,580 ' 41670 .4,135 .4,720 4-7/8 '3,455 4,720 5/8 - 3,790 4,720 4,375 ' 4,720 5,355 4,720 6,185 . 4,720 4-1/2 2,865 5,420 3,140 5,855 3,625 5,855 4,440 5,855 5,125 5,855 3/4 ' 5-3/4 . . . . 3,620 5,855 3,965 . 5,855 4,580 , '5,855 5,605 ,5,855 . 6,475 5(855 Allowable load values are calculated using a conversion factor, CS, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 5096 live load, with controlling loud combination 1.2D + I.R. Calculated weighted average lot the conversion factor, 05: 1,2(0,5) + 1,6(0,5) = 1.4. 5.. rD Converted Allowable Loads for Power Stud+ SD2 in Uncracked Concrete 2 M.imum Masonry CompressiveSfrcnth, ' Nominal fm = 1,500 psi_(10.4'MPa) Anchor Embedment Installation I Jlimate Minimum Allowable Ulimate Allowable Size in Depth Location Load ''Load Load ' . Load . 1m m) Tension Tension Shear Shear (rntiil lbs. lbs. lbs. lbs. (kh) (kN( - G,oS,FUhd I L\uiwi 3/8 ' 2-1/2 Mm. 2-1/2' Edge and ,. Wall Face/End 1,670 , 335 ' . 2,075' ' 415 - -(9.5) '(50:8) End Distances (7.4) (1.5), . ,(9.) (1.8) 2-112 Wall Face/End 2,295 460 , 1,310 ,. 260 (503) Mm. 3" Edge and (10.2) ' (2.0)' (5.8) (1.2) Face Shell 1/2 ' . ' End Distances , , . - Permissible Anchor Locations 3-3/4 ' Top of Wall' 3;320 ' 665 ' 140 . 230 (12.7) (Un-hatched Area !Through Face Shell) Mm. 1-3/4" Edge and (14.8) ' (3.0) . ('5.1) (1:0) 4"EdgeDistances , Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type'lI, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASIM C 90. Mortar must be minimum Type N. Masonry compressive,strength must be at the specified minimum at the time of. installation. Allowable load capacities listed are b1c6lated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. . 'Anchor installations into grouted masonry walls are limited to one per masonry cell, Z C Minimum Concrete Compressive Strength NAOnTIl FOflifll Embed.e fhor = 2,500psi ft = 3,000_psi f'c 4;000 psi fe = 6,060 psi t C = 8,006 psi Size T. ,aso Vc,. T V" .. T V. Ta Ta,,. ci ass Tension . Shear Tension Shear Tension Shear Tension Tension Shear (lbs.) (lbs.) (lbs.) (lbs.( (lbs.) (lbs ( (lbs.) (lbs.) (Ibs.) 3/8 .2-3/8 ,1,290, 1,445 1 410 ..1,445 1,630 1,445 1,995 .2,305 1,445- 2-1/2 .'1,575 1,695 1,725 1,860 . , 1,995 2,145 2,445 b,720 2,820 '2,235 1/2 . . '2,235 .. 3,365 2,235 _ 3,070 _ 3,885: 2,235 . 4,755 5,495. 2,235 3-7/8 3,265 4,220 .3,575 4,620 4,130 4,720 'S,OSS . 5,840 .4,720 5/8 ', 4-7/8 4,880 .: 4,720 5,345 ., 4,720 ______ ,6,175 . 4,720 . .7,005 _...7,005 4,720 4-1/2 .4,045 '' 5,855__: '4,430 _. ''.5,855 5,120 5,855 6,270 5,855 7,235 . 5,855 .3/4 ' 5-3/4 6,230 '5,855 6,825 5,855 7,880 .,. '5,855 . 9,650 5,855 . , _' .11,145 5,855 1. Allowable load values are calculated using a conversion factor, 05, from Factored Design Strengths and conditions shown on the previous page. 2.. Tabulated allowable load values assume 50% dead load and 50% live load, with contrdlling load combination 1.2D +.1.6L. Calculated weighted average for the conversion factdr, os:1.2(0.5) + 1.6(0.5) = 1.4. Ultimate and Allowable Load Capacities for Power-Stud+ '5D2' in Grouted Filled ConcreteMasonryt 23 . .. 9 - - www.powers.com •' . . . '5 , ,.. . .. ' ' . '5 - Cat. No. Anchor Size Thread Length Box Qty. Carton 1100 Qty. Wt (lbs.) ANSI Carbide Drill Bit Cat. No. SDS-Plus SDS- Max Spline Fathead SDS- Plus/S-4 Plus 4.X Cutter SOS- Max 4-X Cutter Head Spline Single Ti Spline 7413SD2 3/8 x3" 1-3/4" 50 300 10 00727 00333 01401 74145D2 3/8" x3-1/2" 2-1/4" 50 300 12 00727 00333 01402 7415SD2 3/8" x 3-3/4" 2-1/2 50 300 13 00727 00333 01402 7416SD2 3/8 x5" 3-3/4" 50 300 16 00729 00334 01402 7422SD2 1/2 x3-3/4" 2-1/8 50 200 23 00739 00346 08801 01407 7423SD2 1/2" x 4-1/2" 2-7/8 50 200 28 00741 00348 08801 01407 7424SD2 1/2" x 5-1/2" 3-7/8" 50 150 32 00741 00348 08801 01408 74265D2 1/2 x7" 5-3/8 25 100 44 00741 00348 08801 01408 74275D2 1/2" x8-1/2" 6-7/8 25 100 46 00741 00349 08802 01409 7435SD2 5/8" x4-3/4" 2-7/8 25 100 52 00359 08809 07017 01418 7433SD2 5/8 x5" 3-1/8" 25 50 57 00359 08809 07017 01419 7434SD2 5/8" x6" 4-1/8" 25 75 64 00359 08809 07020 01419 7436S02 5/8" x7" 5-1/8 25 75 72 00361 08809 07020 01419 7438SD2 5/8" x8-1/2" 6-5/8" 25 75 84 00361 08810 07020 01420 7442S02 3/4 x5-1/2" 3-1/4" 20 60 88 00368 08817 07031 01433 7444S02 3/4" x6-1/4" 4" 20 60 90 00370 08817 07033 01433 7446SD2 3/4" x7" 4-3/4" 20 60 95 1 00370 08817 07033 01433 74485D2 3/4" x8-1/2" 6-1/4" 10 40 95 1 00370 08818 1 07033 01433 The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers. ?owers FASTENING INNOVATIONS ORDERING INFORMATION ORDERING INFORMATION Power-Stud+ SD2 (Carbon Steel Body with Stainless Steel Expansion Clip) Installation Accessories Cat. No. I Description I Box Qty I 08466 Adjustable torque wrench with 1/2" square drive (25 to 250 ft-lbs.) I I 08280 Hand pump / dust blower 1 w.powers.com 10 VFS FIRE & SECURITY SERVICES 3. PIPE Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 - M-COAT® sprinkler pipe from Allied Tube & Conduit, you get UL listed and FM approved products. Although these products do not require separate approvals, Schedule-1O/Schedule-40- M-COAT gives you the extra quality assurance you demand. Our Sch-10 (1-1/4" -8") pipe and Sch-40 (1" - 2-1,2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. ® Superior Coating Our advanced formula mill coating offers a clean, durable surface that is also paintready for custom color applications without special preparation. The internal surface of all black Fire Sprinkler pipe up to 4.5000" in diameter shall be coated with Allied Tube & Conduit Antibacterial Formula "M-COAT". ® American Made Manufactured at one of 3 U.S. Facilities and is available through distributors in the USA, Canada, Mexico, and Latin America. ® Specifications & Approvals Schedule-10/Schedule-40 M-COAT pipe are in compliance with the following: ASTM A135, Type E, Grade A, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets, Hydrostatic Pressure, Side Wall Rupture, Vibration Test. NPS Nominal Nominal ID Nominal WI, WI (1120 Filled) CR8 Ijm mm Off In: min In; mm. Wall ; mm Lbft kq/m Lhsirt kq/ni 1 1315 1.049 0,133 11080 2.05 6 25 33.4 26.6 3;3 3.05 - -iv;- 1,660 1.380 0.140 2.110 2.91 12 42,1 35.1 136 339 4.36 - 1,1,1 1.90 4.610 0.145 0320 3.61 i 40 .183 40.9 3.68. 4,0 537 4.375 2.067 0354 3.656 5.13 50 603 52.5 3,91 5.4 7.63 - 21h 28/5 2.469 0.203 5.80 1.86 I 65 73 62.1 5,16 8.6 11.73 - NPS Nominal Nominal ID. Nominal WI. WI. (1420 Fl/led) CR8 lj 0.D,ln;mni in: mm . Wallln:mm l.bslFl,'kq/m . Lbs1Ftk40n: - IY l060 1.141 0106 1810 2535 10955 31. 42.1 366 271 23 3.75 - 1W 1.900 1.682 0109 2.09 3.04 5.6570 40 483 42.7 2.7? 3.1 4,52 - 21 2.375 2.157 0.109 2,610 4,22 4,5827 50 60.3 SU 2.71 1 3.9 638 - 2/4*2.875 .2.635 01211 3.530 5.89 33195 65 73 66.9 2.05 5.26 .8.17 .Y 3.500 3.760 01120 1.34 7.94 215550 75 88.9 82.8 3.05 6.4 11.82 -. 4.500 4,260 0.12 5.62 11.78 1.6020 100 1113 108:30 3,03 83 -1733 5* 5.563 5.165 0.134 7.70 17.33 1.4874 125 1413 1 1345 . 3.40 1 1138 25.80 - 6* 6615 6,357 0.134 9.3 29.03 1.0251 15(6 168,31 1615 240 138 1 3427 - 84* 8.625 8.249 0.188. 16.06 40.15 1.8365 .200 2.19 209.50 4.18 25.0 1 59,7 5. - *Not available with M-coat ® Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: -. - Comments: Qialbed TUBE & CONDUIT' Customer Service: (800) 882-5543 Fax: (800) 659-7730 16100 S Lathrop Ave • 11350 Norcom Rd. Harvey, IL 60426 Philadelphia, PA 19154 www.alliedtube-sprinkler.com 2525 N 27th Ave. Phoenix, AZ 85009 02013 Atkore International, Inc. All Rights Reserved. STP-S3-4M-1301 19 2013 EDITION 4 I PRESSURE CLASS/THICKNESS CLASS 311-3611 FOR FIRE PROTECTION, WATER & WASTEWATER Ile 11%w I Us PIPE PRESSURE CLASS/THICKNESS CLASS U.S. PIPE AND FOUNDRY COMPANY / 866.DIP.PIPE / WWW.USPIPE.COM P 2 Each of the following is a nationally recognized standards organization: American National Standards Institute (ANSI) American Water Works Association (AWNA) American Society for Testing and Materials (ASTM) Underwriters Laboratories (UL) National Fire Protection Association (NFPA) National Sanitation Foundation (NSF) Factory Mutual (FM) TYTON JOINT®, FIELD [OK 3500 and FLANGE TYTE® Gaskets meet the specifications, performance requirements and pressure ratings in accordance with standard: ANSI/AWWA C111/A21.11-Rubber-Gaskets Joints for Ductile-Iron Pressure Pipe and Fittings. These gaskets are manufactured in the following elastomer compounds: Styrene Butadiene- (SBR), Acrylonitrile Butadiene-(NBR) and 'Ethylene Propylene Diene Monomer-(EPDM), Polychloroprene-Neoprene® (CR) and Fluorocarbon (FKM)1. All PROTECTO 401 CERAMIC EPDXY linings furnished with our products conform to U.S. Pipe's submittal BRO-068 (PROTECTO 401 Ceramic Epoxy Lined Ductile Iron Pipe& Fittings for Force Mains and Gravity Sewer Lines). U.S. Pipe certifies that our applicator met the requirements of the specifications. United States Pipe and Foundry Company's ductile iron pipe meets or exceeds the requirements of the national standards listed above that relate to pipe manufacture and component performance. We hereby certify material furnished by U.S. Pipe & Foundry Company, LLC, either for your stock or for direct shipment to your customer, are manufactured and tested in accordance with the above standards, and meet or exceed the requirements and recommendation therein: Note: Check with your U.S. Pipe Sales Representative for availability. For ready reference, standard for ductile iron pipe are listed below: Standard Designation' ' Subject Covered ANsl/AwwAc15o/A21.so Design ANSI/AWWA cl5l/A21.51 Water Pipe ANSI/AWWA C11o/A21.10 Fittings - cast Iron ANSI/AWWA C153/A21.53 Fittings - Ductile Iron ANSI/AWWA, C111/A21.1I Rubber - Gasket Joints ANSI/AWWA C1I5/A21.15 Flanged Pipe ANSI/AWWA C104/A21.4 cement - Mortar Linings ANSI/AWWA C1161A21.16 Fusion Bonded Epoxy Coating ANSI/AWWA C105/A21.5 & Polyethylene Encasement for ASTM A674 Ductile Iron Pipe ANSI/AWWA C600 Installation ASTM A746 J Gravity Sewers ASTM A716 Ductile Iron Culvert Pipe NFPA Outside Protection 24 Fire Protection Piping Any materials included but not covered by the above specifications will be per manufacturer's standard. TYTON®, FIELD LOK 3500 and FLANGETYTE® are Registered Trademarks of U.S. Pipe and Foundry Company, LLC. U.S. PIPE AND FOUNDRY CO. USP 0550 PRESSURE CLASSITHICKNESS CLASS 1WOREI TRANI JUST PKP]EL1 REVISED 11.13 'fl.flflfl: w .;.. •. II II - S PRESSURE CLASS/THICKNESS.CLASS SELECTION TABLE',FOR DUCTILE IRON PIPE 75 CM C __j. VS.. PIPE AND FOUNDRY COMPANY /866 DIP PIPE / WWW USPIPE COMcc 3 This table shows pressure class of pipe Thickness, Dimensions and Weights of TYTON®, necessary for the rated water working TR FLEX® and. HP LOP Joint Ductile. Iron Pipe . pressures. The thickhesses in this table are Prnure s;nin THROB I Lii T FLEX® Joint HP 0 HI sizt Class Thicne TB' equal to or in excess of those required to og Wt Per Ft. withstand the rated working pressures plus a 350 196 surge allowance of 100 psi Ductile Iron pipe 350 480 117 for working pressures higher than 350 psi ' . 350 . 6.90 17.2 available. S. S 350 9.05 I .23:.1 . . 350 11,10 30.0:. : SHORT FORM SPECIFICATION; . . .. . . . '350 13.20 . 1' .: 38.6 '.5 ,.. 250. . 15.0 I I 46.4: 1 ' Soope . . : . I: . 300 . 15.30 . 4 53.9 350 15.30 ii 50.6 1.1. This specficatioñ covers the general 250, " requirements for U.S. Pipe Ductile lion - . . 350 i 17.40 63.1 . Pressure Pipe for conveying.water and , 250 I I'3 other liquids. . ' . ' °: ' 74.7 . 19.50 250 2L60 . 77.8- 2. Conformance . . . 1. .. ' : 300 350 21.60 '.5 . 83.9 2.1. Pipe ., . , . .. 200 25.80. . . 939 250 25.80 103.6 Ductile Iron Pipe, 3. through64., shall . 300 25.80 1108 350 ' 25.80 1 ' 118.1 meet the requirements of ANSI/AWWA . . . . . ___. 320__: •12O' C151/A21.51 and ANSI/AWWA C1501. - ' 08 : 32:oRr . . 13?:9 . 250 32.00. 143.9 A21.50. . . . ..'. . .300 ' i - 32.00 j55 350 ' i 32.00 i : .165.0 2.2. Joints ' .. , . ,'. 2 150 ' 38.30 1 ' 163.1 Rubber-gasket joints shall. be TYTON® : 195.6 H 300 . 38.30 210.0 Joint 3 -.64 and meet the .. ... .350_'; .38.30 227:8 requiren'ientsof ANSl/AWWAC111I . . 150 . 44.50. - 200 44.50 ' A21.11. . . : . . . .: 250 44.50 300 44.50 350 . - 2.3. Coating and Lining.,. , . .:.... 150 Outside coating shall ben"asphaltic . .. : 8:8 i .. . 250 50.80 coating approximately one mil thick Pipe,'shallbe cementnotar lined per. : : 350 80 150 57.56 ANSI/AWWA C104/A21 4 250 57.56, 300 57.56 350 .' 57.56 . . . . : 150 : 61.61 i 200 1 61.61 250 , . 61.61 . . . 300 . 61.61 1' .350 - 61.61 tlncluding bell; average weight per foot, 150 : 6.67 200 ~65.67 based on calculated weight of pipe before rounding.. . . 65.67 :1 *7olerances 010001 spigot end; 4 - 12 in. ±0.06 in., 14.24 in +0.05 . 300 65.67 in;, -0.08 in., 30-48in. +0.08 in., -0.06, 54-6411). +.04,-.10 350 ' .. 65.67- LJ.S,PIPE AND FOUNDRY CO. USP 0550 PRESSURECLASSf1HlCKNESS CLASS. . ' ' . ' REVISED 1113 .LJLJ PRESSURE CLASS/THICKNESS CLASS. SELECTION TABLE FOR DUCTILE IRON PIPE U.S. PIPE AND FOUNDRY COMPANY I 866.0iP.PiPE I WWW.USPIPE.COM 4 This table shows thickness class of pipe . . . . Thickness Class . necessary for the rated water working . . .pressures. The thicknesses in this table are . . AV C, NEMPTLETH equal to or in excess.of those required to . OUTSIDE T0TUN TUFLU HPLOK withstand the rated working pressures plus a 11,1 . THICKNESS THICKNESS DIAMETER* . JOINT- JOINT JOINT - surge allowañcè of 100 psi. Ductile Iron pipe CLASS Inches Inches . for working pressures higher than 350 psi ............................. ..................... ............................... ................... L available. -, 4.02 :...... 3 53, 4.02 - SHORT FORM SPECIFICATION; . . . .........±9..i............. .. .....:..... J ,55 , 4.02 1. Scope . 56 1 4.02 . . - S 151 4.80 220 11 This specification covers the general .1 52 480 240 requirements for u.s: Pipe Ductile Iron 032 4.80 . Pressure Pipe for conveying water and ...............................................035 I .........85 other liquids. 4 55 , 038 9 4.80, 305 . . 4 ...56 ..041 .....45o.......325 . . .. 2.. Conformance . 50 .. . .9.2P..........................9°........................... 028 6.90 345 2.1. Pipe . .. 6 .52 6.90 i 380. Ductile Iron Pipe, 3" through 64", shall . 53 6.90 . 410 meet therequirements of ANSI/AW\NA . .... .......9°....................... .........1°........ C151/A21.51 and ANSl/A'ARNAC15O/ .:: ° -........., . - A '11 (5 . . (5L1.IU. 6 56 6.90 505 b 50 . . 9.05 . 445 2.2. Joints .. . b 51 9.05 490 Rubber-gasket joints shall be TYTON® ;. 52 A :°.............. °. .. Joint 3 - 64 and meet the . . 4 53 . .. 9.05 - 575 requirements of ANSI/AWWA Clii! . 039 905 _. 620 - 660 55 5 9.05 . A21.11. - '. . . S 56 ,. . . .5,705 . - .. 2.3. Coating and Lining 10 50 . ... 11.10 590 Outside coating shall bean asphaltic 10 10 51 11.10 645 700 52 11.10 coating approximately one mu thick 53 1110 755 Pipe shall be cement-mortar lined per .:........9......................................8 .... ANSI/AWWA C104/A21 4 10 55 0.14 1110 8.6.0 II 56 3' 11.10 915 NOTE: Thicknesses and dimensions of 4" through 64" 1. 50 13.20 760 Ductile Iron pipe conform toANSl/AWWA C151/A21.51 51 1320 825 Weights may va,y from the standard because of differ- I L...:................... 3.20, 890 ences in bell weights. . S . - S I 53 13.20 .955 *Thlerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 12 54 - . ' ° 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08th.', ., .............................. 55 046..............19°......... -0.06in.;'54-64in., +0.04 in., -0.10 in.,, ' . _2___56 _.03,9 ' _13.20_.. . _"s __- t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. .. . . . . . S.. MORE Timm S 'U.S. PIPE AND FOUNDRY CO. USP 0550 PRESSURE CLASSITHICKNESS CLASS , . LJ LJ 'LJ. LJ PRESSURE CLASS/THICKNESS., CLASS SELECTION TABIEFOR DUCTILE IRON PIPE U.S. PIPE AND FOUNDRY 'COMPANY I 866.DIP.PIPE / WWW.USPIPECOM . p5 0 Thickness Class (cont.) AG.WE,GHT,IENGTHt Pounds 'OUTSIDE. TYTON TRFLEX®. HPLOK SIZE THICKNESS'. THICKNESS DIAMETER* J0INT JOINT JOINT hidis,CLASS Ii Inches 14 . 50 15.30 J10 960 14 .51 15.30 985 1035 14 52 15.30' 1060 1110 14 53 1, 15.30 1135 n" 1185 14...54 .. 4 15:30 1210 1260 14 55 1 .......15.30 1285 1335 . 14 56 . 15.30.. - 13611 1410. 16 '50 31 '17.40, . I C16, L 1135 16 51 17.40 11 IjH 1220 . S 16 . 52 - (143 17.40 1 1(1 1305 16 53 . . 17.40 115 1390 16 54 0 4 . . 17.40 1410 . 1475 16 55 . J.49 17.40 1495 1565 16 56 - 17.40 ' 1580 . 1650 .. % - 19.50 1225 . 1315 '' . 18 .51 . U . 19.50 1325 . 1410 18 52 11 19.50: 1420 . 1505 18 '., . 53 . . II 19.50 . 1520 1605 18 . 54 . 4 . 19.50 1615 1700 .. 18 550 0.50 19.50 1710 1795 .' . . 18 56 . 11.53 . 19.50 1805 1895 - ' 20 . 50 u 13 . 21160 1395 1510.. 20 51 ' 0 39 ' 2160 1505 1615 U - 20 52 21.60 1610 1725 20 . ,53 j . . 4 . 21.60 1720 ' 1830 . : I 20 ' ' 54. , 1' 21.60 '°5 1940 . . . 20 ' 55 . . 21.60' I1 . .2045 "0 20 . 56- (1 1 21.60 - ' SUIU , . 2155 NOTE: Thicknesses and dimensions of 4" through 64" 0uct4Iron 'pipe conform to ANSI/AWWA C151/A21.51. Weights may 'vary from the standard because of differences in bell weights. - *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in. 14-24 in., +0.05/n., 70.08 in.; 30-48/n., +0.08 in., -0.06 in.; 5464 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs.. Table continued on next page U.&PIPE-AND FOUNDRY CO. USP 0550 PRESSURE CLASS/THICKNESS CLASS ' . . . - .. , ' REVISED 11.13 Thickness Class (cont.) AV G. WEIGHT LENGTHt .' OUTSIDE . TYTON TRFLEX®' HPLOK SIZE THICKNESS, THICKNESS 'DIAMETER* J 0 1 NTI JOINT JOINT . . II 1 CLASS Inches 24 50 2580 1(I 24 51 II 2580 2040 24 ., 52' ' 44 25.80' . 217Q 21 . '53 . I . 25.80 . 2155 . 2295 0 24 54 ., :. 25.80 ' . 2425 24 55 . J ' 25.80 4 1 . 2555 24 56 ', 25.80 . JIi 2685' 30 .. 50 ' . 3.00 .• : 2430' 30 . 51 , ,'': 1' .'. ' '32.00 '' .2645 30 52 I 1 32.00 '286 . , 30 53 . , 32.00 . : 3075 '. 11 30 54 " ' 32:00'. ' , '3290 30 -, 55 32.00 , 3505 30 56'. '' . 32.00, ' .3715 .. . . 36 500 ' .38:30. 1 .' 3260 ,-. 1 .. 36 51 ." 38.30 . . . 3585 36 " 52 :. 38.30 . . ' 39.10 .. 36 53 J r 3830 4230 1 36 54 1-1 h 3830 1 4550 41 36 . . . 55 . . ;:39.30.. . 4870 ..• '. 1 1 Ij 36 56 ' '•" 38.30 ' I ' 5190' 42 50 . ... 4 . 44.50' ' ' . 42 ' 51': . 44:50.' 42 52 . . 44.50. 42 ' 44.50 ,J31 I .-', 42 54' I ' . ' 44.50 " 5760 , 42 '55 ' 44.50 5205 -. . ' 42 . 56 44.50 '5650 j4 ... NOTE Thicknesses and dimensions of 4 through 64 Ductile Iron pipe conform io ,iiiSl/AWWA C151/A21 51 Weights may vary from the standard because of differences in bell weights *Tolerance 0100 of spigot end 4 l2in ±0 06 in.;-1444 in +0.05 in., 008w 30 48 in +008in 006w 54-64 in +004w 010 t Including bell calculated weight of pipe rounded off to nearest 5 lbs 0 ' , . S . . . '' , ' Table continued on next page '' : ' ' . U.S. PIPE-AND FOUNDRY CO. LISP 0550 PRESSURE CLASS/THICKNESS CLASS . . . , ' . .' , . ' . 'REVISED 11.13 LU cd Co CO PRESSURE CLASS/THICKNESS CLASS SELECTION TABLE FOR DUCTILE IRON PIPE U.S. PIPE AND FOUNDRY COMPANY/866.DIP.PIPE/WWW.IJSPIPE.COM 7 Thickness Class (cont.) I AVG. WEIGHT LENGTHt Pounds 1 OUTSIDE TYTON TRFLEX®1 HP bk® $ • SIZE THICKNESS THICKNESS DIAMETER* JOINT® JOINT I JOINT Inches I CLASS Inches Inches 48 50 0.51 I 50.80 - - 5703 48 51 11 058 1 5080 - - 6372 48 1 52 1065 1 5080 - - 7039 48 53 072 5080 - - 7705 48 54 0.79 50.80 - - 8368 48 55 086 1 5080 - - 1 9029 48 56 093 5080 - - 9689 54 50 057 5756 - - 7275 54 51 0.65 57.56 j - - 8141 54 52 j 0.73 57.56 - - 9005 54 53 0.81 57.56 - - 9867 54 54 089 5756 - - 10726 54 55 10971 5756 - r58" 54 56 105 5756 - - 12437 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform toANSI/AWNA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.0610.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. U.S. PIPE AND FOUNDRY CO. USP 0550 PRESSURE CLASS/THICKNESS CLASS REVISED 11.13 LU co CD 00 PRESSURE CLASS/THICKNESS CLASS SELECTION TABLE FOR DUCTILE IRON PIPE U.S. PIPE AND FOUNDRY COMPANY / 866.DIP.PIPE / WWW.USPIPE.COM P 8 Products for Water, Wastewater and Fire Protection Ductile Iron Pipe SIZE RANGE T't'TON JOINT® Pipe 3"-64" Ductile Iron Mechanical Joint Pipe 4'1-12" Ductile Iron TR FLEX® Pipe 4-36° Ductile Iron HP LOK® Pipe 30764 Ductile Iron Flanged Pipe 3"-64" Ductile Iron Grooved Pipe 4"-36" Ductile Iron USIFLEX® Boltless Ball Joint Pipe 448° Ductile Iron For Subaqueous Installations Restrained Joints TR FLEX® Restrained Joint 4-36° Ductile Iron HP LOK® Restrained Joint 30"-64" Ductile Iron MJ FIELD LOK® Gaskets 4 24 FIELD LOK 350® Gaskets 4-24° FIELD LOK® Gasket 30 & 36 TR FLEX GRIPPER® Rings I 4°-36° Ductile Iron TR THE FLEX® Assemblies 4-24' Ductile Iron -.....-.--..---- --------- .......... ..--.......... -...------..---------- Fittings TYTON® Fittings 14"-24" Ductile Iron TRIM TYTON® Fittings 4"-12" Ductile Iron TR FLEX® Fittings and TR FLEX® Telescoping Sleeves 4 36 Ductile Iron HP LOK® Fittings and HP LOK® Telescoping Sleeves 30-64 Ductile Iron Mechanical Joint Fittings 30`48" Ductile Iron Flanged Fittings 30"-64" Ductile Iron XTRA FLEX® Couplings 4"-24" Ductile Iron Miscellaneous Products PROTECTO 401° Lined Ductile Iron Pipe for 4-64° Ductile Iron Domestic Sewage and Industrial Wastes GLASS Lined Ductile Iron Pipe for Wastewater I 4-30" Ductile Iron Treatment Plants I RING FLANGE-TYTE® Gaskets 4-36° - FULL FACE FLANGE lYlE® Gaskets 4"-64', MJ Harness Lok 4"48" Ductile Iron Saddle Outlets I Various Ductile Iron Welded Outlets Various Ductile Iron Polyethylene Encasement 4"-64" Our products are manufactured in conformance with National Standards so that our customers may be assured of getting the performance and longevity they expect. Use of accessories or other appurtenances that do not comply with recognized standards may jeopardize the performance and longevity of the project. U.S. PIPE AND FOUNDRY CO. liSP 0550 PRESSURE CLASS/THICKNESS CLASS REVISED 11.13 VFS FIRE & SECURITY SERVICES 4. FITTINGS ANviLStarTM Are Products DMslon of Anvil International AAML Building Connections That Last Including Weights & Packaging SPF DUCTILE IRON THREADED FITTINGS Price Sheet AnvilStar DLIMPT.06.10C I Effective: June 28, 2010 I Cancels Price Sheet DI.IMPT.08.08C of August 4, 2008 FOR THE MOST CURRENT PRODUCT/PRICING INFORMATION ON ANVIL PRODUCTS, PLEASE VISIT OUR WEBSITE AT WWW.ANVILINTL.COM FREIGHT ALLOWANCE: All prices quoted F.O.B. our Distribution Centre, Simcoe, Ontario; Alberta; Quebec or freight equalized thereon; with full freight allowed on 1,000 lbs. or $1,500 to recognized delivery points in Canada. All shipments will be made from the nearest distribution centre via the least expensive mode, unless otherwise instructed. Whenever a buyer selects a more expensive method for shipment, or alternate distribution centre, the difference in transportation costs will be for the buyer's account. NOTE: All orders are accepted on the basis of prices in effect at the time of shipment. Prices apply only to Standard Sizes as listed in catalogs. On orders received for cartoned items in less than "carton (not container) quantities", we reserve the right to adjust to the next carton quantity above the number of pieces shown on the order. NOTICE: To the prices and terms quoted, there will be added any manufacturers or sales tax payable on the transaction under any effective statute. GENERAL UPC numbers and SPIN commodity identification numbers are available upon request. To obtain current ISO certifications, listings, and other approvals, visit Anvil's Web site at www.anvilintl.com. Pricing is subject to change without notice. Go to Anvil's Web site for the most current list price information, or contact your local Anvil representative. LOSS OR DAMAGE CLAIMS: All goods are shipped at buyer's risk. Shipments should be carefully examined upon delivery and before the carrier's delivery receipt is signed. If any loss or damage is evident, the buyer should make an appropriate notation on the delivery receipt and insist that the carrier's driver initial such exception. The contents of all packages should be carefully examined for concealed damage as soon as possible after delivery, so that the carrier can be requested, within 48 hours after delivery, to arrange for prompt inspection of the damaged goods. NATIONAL TOLL FREE HOTLINE 800-661-8998 www.anvilstar.com ANVIL.Star DUCTILE IRON THREADED FlTflNGSpii Fire Products DMslon of Anvil International Effective Date: June 28, 2010 1 Replaces Prior Date: August 2008 1 Sheet# DIIMPT.06.10C CONTROLLING PROVISIONS: These terms and conditions shall control with respect to any purchase order or sole of Seller's products. No waiver, alteration or modification of these terms and conditions whether on Buyer's purchase order or otherwise shall be valid unless the waiver, alteration or modification is specifically accepted in writing and signed by an authorized representative of Seller. DELIVERY: Seller will make every effort to complete delivery of products as indicated on Seller's acceptance of an order, but Seller assumes no responsibility or liability, and will accept no backchorge, for loss or damage due to delay or inability to deliver caused by acts of God, war, labor difficulties, occident, delays of carriers, by contractors or suppliers, inability to obtain materials, shortages of fuel and energy, or any other causes of any kind whatever beyond the control of Seller. Seller may terminate any contract of sale of its products without liability of any nature, by written notice to Buyer, in the event that the delay in delivery or performance resulting from any of the aforesaid causes shall continue for a period of sixty (60) days. Under no circumstances shall Seller be liable for any special or consequential damages or for loss, damage, or expense (whether or not based on negligence) directly or indirectly arising from delays or failure to give notice of delay. WARRANTY: Seller warrants for one year from the date of shipment Seller's manufactured products to the extent that Seller will replace those having defects in material or workmanship when used for the purpose and in the manner which Seller recommends. If Seller examination shall disclose to its satisfaction that the products are defective, and an adjustment is required, the amount of such adjustment shall not exceed the net soles price of the defective products only and no allowance will be mode for labor or expense of repairing or replacing defective products or workmanship of damage resulting from the some. Seller warrants the products which it sells of other manufacturers to the extent of the warranties of their respective makers. Where engineering design or fabrication work is supplied. Buyer's acceptance of Seller's design or of delivery of work shall relieve Seller of all further obligation, other than expressed in Seller's product warranty. THIS IS SELLER'S SOLE WARRANTY. SELLER MAKES NO OTHER WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED AND ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FOR A PARTICULAR PURPOSE WHICH EXCEED SELLER'S AFORESTATED OBLIGATION ARE HEREBY DISCLAIMED BY SELLER AND EXCLUDED FROM THIS WARRANTY. Seller neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of its engineering designs or products. This warranty shall not apply to any products or parts of products which (a) have been repaired or altered outside of Seller's factory, in any manner: (b) have been subjected to misuse, negligence or accidents; (c( hove been used in a manner contrary to Seller's instructions or recommendations. Seller shall not be responsible for design errors due to inaccurate or incomplete information supplied by Buyer or its representatives. SELLER'S LIABILITY: Seller will not be liable for any loss, damage, cost of repairs, incidental or consequential damages of any kind, whether based upon warranty (except for the obligation accepted by Seller under "Warranty" above), contract or negligence, arising in connection with the design, manufacture, sale, use or repair of the products or of the engineering designs supplied to Buyer. RETURNS: Seller cannot accept return of any products unless its written permission has been first obtained, in which case same will be credited subject to the following (a) All material returned must, on its arrival at Seller's Plant, be found to be in first-class condition; if not, cost of putting in saleable condition will be deducted from credit memoranda; (b) A handling charge deduction of twenty-five percent (25%) will be made from all credit memoranda issued for material returned; (c( Transportation charges, if not prepaid will be deducted from credit memoranda. SHIPMENTS: All products sent out will be carefully examined, counted and pocked. The cost of any special packing or special handling caused by Buyer's requirements or requests shall be added to the amount of the order. No claim for shortages will be allowed unless mode in writing within ten (10) days of receipt of a shipment. Claims for products damaged or lost in transit should be made on the carrier, as Seller's responsibility ceases, and title passes, on delivery to the carrier. SPECIAL PRODUCTS: Orders covering special or nonstandard products are not subject to cancellation except on such terms as Seller may specify on application. PRICES AND DESIGNS: Prices and designs are subject to change without notice. All prices are F.O.B. Point of shipment, unless otherwise stated. TAXES: The amount of any sales, excise or other taxes, if any, applicable to the products covered by this order, shall be paid by Buyer unless Buyer provides Seller with an exemption certificate acceptance to the taxing authorities. NUCLEAR PLANTS: Where the products, engineering design or fabrication is for nuclear plant applications. Buyer agrees (a) to take all necessary steps to add Seller as an insured under the American Nuclear Insurers' (ANI) pool and under the Mutual Atomic Energy Reinsurance Pool (MAERP( for property damage and liability insurance and if necessary steps could have been taken, but are not taken, Buyer shall hold Seller harmless against all such losses which could have been thus covered (b) Buyer agrees to hold Seller harmless with respect to any personal injury (or death), property damage or other loss in a nuclear incident which is caused directly or indirectly by defective design, material, workmanship furnished by Seller (or which could be so covered but with respect to which Buyer has elected to self-insure), and further agrees to waive subrogation by its carriers of such insurance against Seller, and (c) as to nuclear hazards for which Buyer cannot obtain insurance coverage, the liability of Seller for any personal injury (or death), property damage or other loss directly caused by defective design, material, or workmanship furnished by Seller shall not exceed the value at the time of the loss occurrence. MINIMUM INVOICE: Domestic: $100 plus transportation. International: $500 plus transportation. TERMS: Cash, net 30 days unless otherwise specified. NOTE: All orders are accepted on the basis of prices in effect at the time of shipment. NOTICE: The prices and terms quoted, there will be added any manufacturers or sales tax payable on the transaction under any effective statute. FREIGHT ALLOWANCE: All prices quoted F.O.B. our Distribution Centre, Simcoe, Ontario; Alberta; Quebec or freight equalized thereon; with full freight allowed on 1,000 lbs. or $1,500 to recognized delivery points in Canada. All shipments will be made from the nearest distribution centre via the least expensive mode, unless otherwise instructed. Whenever o buyer selects a more expensive method for shipment, or alternate distribution centre, the difference in transportation costs will be for the buyer's account. Revised: www.anvi(star.com /NV7ti..Star DUCTILE IRON THREADED FITTINGS Pwlaeust Are Products OMsion of Anvfl International S Effective Date: June 28, 2010 1 Replaces Prior Date: August 2008 [Sheet# Dl.IMPT.06.10C 900 ELBOW 1 $6.47 0.57 70. . 3,360 I 101 1 11 . $14 I i I .32 1.76~ Rib REDUCING COUPLING p M1, ~qm 1 $5.78 0.43 STRAIGHT TEE i 1 $9.22 0.88 56 2,688 r :1¼ 1.23 - 53 11/2 1.61 1. :.:L S. 450 ELBOW Al 1 . 0.57 .4,080 I STh ..S : . Si .5_; .5 S REDUCING 900 ELBOW i '.5 .,.. 1 X 1/2 . $ . 0.51. lip . . 51280. S . :.i , • . .....................- .5 ..•.. .. 55 • 5 5 1'X1 I 11 5 SSS.1 S J .....55 ............................S 1/2 x1. 7 b 1 1 1 3 1 1 10 1 2 l0 .5 5 S 11 1 .'. 2] - .5 5 2 1l , S , . ' - All Product Is Sold in "Box Only" Revised: S 5 5 . S www.anvilstar.com. S S S 3 iN'JtLStar DUCTILE IRON THREADED 1IUINGSTh eUst Fire Products OMsIon of AnII International . . Effective Date: June 28, 2010 Replaces Prior Date: August 2008 Sheet# DI.IMPT.06.10C . . cRoss .. L mum 1 1.06 42 7,016 1~56 24 1 1 1 :4 912- 1 3 i , . 1 2 x1x 1 2 x2 x x $71.61 ' 2.05 18 864 BULL HEAD TEE 1 xl x11' QA 1 rI X 1x' 1 34 1 . iX i [ II xl/4 1 1 4 111) 1x11/4 x2 h15 U U 115. lX 1/,x2 4(4 - 1 11/2 x l'/2 x,2 . S4.48 . . . 2.02 . . 22 1,056 COUPLINGS. IA LL 5,280 1 II.,I 1 3 y , L LL U 1 140 _ CAPS •. •• . . -. F 0.34 1 iTi 8,160 ................................................... i' :....L HEX BUSHING . . . . . ,. . 1 x 112 $6.20 0.22 250 12,000 r - ..... "••s ......... - 11/4 x1 C r '5 . •. 1'/2 X U 45 1 5 4 - 1u/ 2>1 - 1 - - - 21 4 2x1 Sd U61........... . All Product is Sold in "Box Only" , •- . - . • Revised: - -• www.anvilstar.com • . , /WtStar. DUCTILE IRON THREADED FflrnNGS p,iceust Fire Products DMslon of Anvil International . . . Effective Date: June 28, 2010 I Replaces Prior Date: August 2008 I. Sheet# DI.IMPT.06.10C . REDUCING TEE . .. Nlllm IN, -M 0' 1 (1 . 0.73 64 3072 r 1 1 64 lxix' 1 1, 1 xl x :i 4 xlx' :l1 I 11 ,<1 \, 1 X t_ , 1 4 x i4x 1 , 0.92 2,301 44 211 * 1'/4 x1'/4 x1 1 14 -11 1,92 1' xi 1 Jxc.....2 4 W k H 11/2 x lx l'/4 787 1.35 .584 -.. I - 144 l'/2 x1'/4 x'/2 L. 101 4 . I Li 110 H I 1/2 a 4 . 1.25 . 32 rT - TTTT i4x1'/2 x 3/4 :2: 119 1 X x11 :. 1 r 21x -- - 1 2x1'/4 x2 - - 2x1'/2 x 3/4 4H 2 I 314 2X 1 X 1 H H 1 ' I 104 2 X I' X V, - 2x1' 1' X 1 x 2 2 X 2 X 2x2x 3/4 2x2 x 1 2 x 2 x 1' 3 - 2 H All Product is Sold in "Box Only" Revised: . ,. . . ,. . . .' www.anvilstar.com ' . , ,, . 5 (r,vi Building Connections That Last Corporate Offices 110 Corporate Drive, Suite 10 P.O. Box 3180 Portsmouth, NH 03801-3180 Tel: 603-422-8000 Fax: 603-422-8033 E-mail: webmaster@anvilintl.com Northern Region Regional Distribution & Customer Service Center SERVICING: Illinois, Indiana, Iowa, Kentucky, Michigan, Minnesota, Nebraska, North and South Dakota, Ohio, West Pennsylvania, West Virginia, Wisconsin 750 Central Avenue University Park, II 60484 Tel: 708-885-3000 Fax: 708-534-5441 Toll Free: 1-800-301-2701 Eastern Region Regional Distribution Center SERVICING: Connecticut, Delaware, Florida, Georgia, Maine, Maryland, Massachusetts, New Hampshire, New Jersey, New York, North and South Carolina, East Pennsylvania, Rhode Island, Vermont, Virginia 800 Malleable Road Columbia, PA 1751 2 Southern Region Regional Distribution & Customer Service Center SERVICING: Alabama, Arkansas, Kansas, Louisiana, Mississippi, Missouri, Oklahoma, Tennessee, Texas 1401 Valley View lane, Suite 150 Irving, TX 75061 Tel: 972-871-1206 Fax: 972-641-8946 Toll Free: 1-800-451-4414 Western Region Regional Distribution Center SERVICING: Alaska, Arizona, California, Colorado, Hawaii, Idaho, Montana, Nevada, New Mexico, Oregon, Utah, Washington, Wyoming 1 385 Greg Street Sparks, NV 89431 Anvil International Canada Customer Service Center 390 Second Avenue P.O. Box 40 Simcoe, Ontario N3Y 4K9 Tel: 519-426-4551 Fax: 519-426-5509 Eastern SERVICING: Quebec, New Brunswick, Prince Edward Island, Newfoundland 3767 Thimens, Suite 225 (Saint-Laurent) Montreal, Quebec, H4R 1W4 Europe and Middle East Region Rick van Meesen, Sales Director The Netherlands rvanmeesen@anvilintl.com Tel: +31-53-5725570 Fax: +31-53-5725579 U.S. Customer Service Tel: +1-708-885-3000 Fax: + 1-708-534-5441 Mexico, Puerto Rico and Latin America Abraham Quijada, Sales Manager aquiiada@anvilintI.com Tel: +1-281-590-4600 U.S. Customer Service Tel: +1-708-885-3000 Fax: +1-708-534-5441 #776/ P,inied in USA / 02010 Tel: 514-745-3835 Revision 1 June 9, 2010 BUILDING CONNECTIONS THAT LAST UV1(!X1 AMJ1L 4 ( [ sTRuIj 3L'9& www.anvilintI.com VFS FIRE & SECURITY SERVICES 5. EARTHQUAKE BRACE / SWAY BRACE FITTINGS ®'rOLcd D Y, U LISTED, nnub ann Max Nuts Inclunon Seismic Bracing Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 4" (100mm) thru 8" (200mm) pipe. For sizes smaller than 4" IlOOmmI use 133140. Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 4 IlOOmmI thru 8" 1200mm1. Installation Instructions: Fig. 4A is the braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combine with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimumof 50 ft/lbs. l6BNml. Transitional fitting 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 Note: Please refer to Fig. 4L for longitudinal brace applications for 2" (50mm) - 8" (200mm) pipe sizes. ( Fig. 4A - Longitudinal Pipe Max. Horizontal . Approx. Part Size A B C D Bolt Design Load Wt./100 No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) . Size lbs. )kN) lbs. (kg) 4A-44"000)81/2" (215.9) /16"(4.3)3/8 (85.7) 311/16" (93.7) V2"13-0O (7.11) 221-1100.2) 4A-5 5" (125) . 93/4' (247.6) /16" (14.3) 3/8" (98.4) 4 /8" (111.1) 1/2'..13 160017.111 253 (114.7) -6"(l 50') 1-11/2"'(2921) 5/5/8" (1 5.9) 527O) 5V8)1/2 13 2015 (896) 5 (2327) 4A-8 8" (200) 131/4' (336.5) 3/4' (19.0) 611/16' (169.9) 61/8' (155.6) 1/2'13 2015 (8.96) 601 (272.6) 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 8-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 Fire Protection Solutions 49 4-Way Riser Brace (plan view) [ Seismic Bracing ®1cR.cU :41 . LISTED: Fig. 41 - Longitudinal In-Line Sway Brace Attachment Size Range: 21/2" (65mm) through 8" (200mm) IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance q.t Rnit R. lnIn.In.I Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" 165mm1 through 8" (200mm) pipe. For FM Approval information refer to page 51. Installation Instructions: Fig. 4L is the "braced piped 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 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 bolt 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. Longitudinal Brace Pipe . Max. Rec. Load Approx. Part Size A C D Bolt Size (cULuc) Wt./100 No. in. (mm) . in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 4121/2 21/i (65) 6/16 (63 21/2'.'.(63.5) 2/4 (69 1/2 13 2015 (896)253(1147) 4L-3 3" (80) 1' (177.8) 2/4' (69.8) 31/16' 177.81 1/2"..13 2015 (8.96) . 268 (121.5) 4(100) 81/2 (2159)33/8(857) 311/(937) 1/2 13 2015 (896) 348 (151.8) 41-5 5" (125) 93/4 (247.6) 3/8" (98.4) 4/8" (111.1) 1/2"13 2015 (8.96) 380 (172.3) [416 6(1fl'/21)5 51/8 V2 13 2015 ()690 41-8 8' (200) 131/4 (336.5) 5/8" (142.8) 5/" (142.9) 1/2"13 2015 (8.96) 728 (330.2) 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 50 Fire Protection Solutions cL Us LISTED' K Set Bolt Included Mounting Hardware Is Not Included F—. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 66 Fire Protection Solutions B14 bEsN 1' Seismic Bracing. Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" Size Range: One size fits bracing pipe 1" (25mm) thru 2" (50mm), B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/40 (31 .7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe' attachment, Fig.1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines'should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 67. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Fig. Fig. 4L ', Longitudinal J Brace Part Mtg. Hdw. Mounting Hole Max. Design Approx. Number Size A B D Load (ciJlus) Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 1 980-3/8 /8 (95) 51/4 (1333) 1/8 (416) 13/32 (103) 2015 (896) 149 (676) 980-1/2 * 1/2 (12.1) 51/4" (133.3) 1/8" (47.6) 11/32" (13.5) 2015 (8.96) 148 167.11 [980 5/8 /8 (159) 51/4 (1333) 1/8 (476) /16 (17.5) 2015 (8.96) -147 l66'TJ 980-/4 3/4" (19.0) 51/4" (133.3) 1/8" (476) 13/16" (20.5) 2015 (8.96) 146 (66.2) * Standard size Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed, seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. ®TOLCO C® US. LISTED Hardware Included UL Listed Design Load 1" (25mm) thru 2" 150mm1 pipe size 655 lbs. )2.91kN) Seismic Bracing Fig. 1000 - "Fast Clamp" Sway Brace Attachment Size Range: Pipe size to be braced: V (25mm) thru 4' (100mm) 40 IPS. Pipe size used for bracing: 1. (25mm) and 11/4' (32mm) Schedule 40 IPS. For pipe sizes larger than 4" (1 00mm) please refer to TOLCO Fig. 1001. 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. 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, 909 or other approved TOLCO component to form a complete bracing assembly. Follow NFPA 13 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 (UI) and Canada (WI). Approved for use with Allied Dyna Flow sprinkler pipe up to 2' as a restraint device. Maximum horizontal design load is 655 lbs. (2.91M) Torque requirement is 6-8 ft/lbs. 18-10NmI. For FM Approval information refer to page 69. 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 or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing 11' 125mm1 or 11/4' (32mm)) , and finish. Pipe Size in. (mm) Part Number & Approx. Wt./100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe I Lbs. (kg) Lbs. (kg) Design Load Lbs. lkNl (25) 1000-1 X 71.6 (32.5) 1000-1 X 11M 75.8 134.41 655 (2.91) 11/4" (32) 1000-11/4 X 74.8 (33.9) 1000-11/4 X 11/4 79.1 (35.9) 655 (2.91) 11/2" (40) 1000-11/2 X 77.8 135.31 1000-11/2 X 11/4 82.1 (37.2) 655 (2.91) (50) 1000-2 X 84.1 (38.1) 1000-2 X 11/4 88.4 (40.1) 655 (2.91) 21/2" (65) 10002'/2X 1 90.2 (40.9) 10002'/2X 11/4 94.6 (42.9) See FM 1801 1000-3 X 97.3 (44.1) 1000-3 X 11/4 101.7 (46.1) Approval 31/2" (90) 1000_31/2 X 1 104.0 (47.2) 1000-31/2 X 11/4 108.4 (49.2) Load Data (100) 1000-4 X 110.3 (50.0) 1000-4 X 11/4 114.6 (52.0) On Page 69 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. BLine 68 Fire Protection Solutions by E..TN ®TOLCQ All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. BLine byEjT.N 1. Revised 51912014 70 Fire Protection Solutions Seismic Bracing Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1. (25mm) thru 8" (200mm) IPS. Pipe size used for bracing: 1" (25mm) and 11/4" (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom Out. A minimum of 1" (25mm) pipe etension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 71. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 11/4" (32mm)), and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing products. Pipe Size in. (mm) Part Number & Approx. Wt./100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe . Lbs. (kg) Lbs. (kg) Design Load - Lbs. For Brace Pipe Size 1" /ll/C Sch. 1 Sch. 10 Sch. 40 1" I 11/4" 1"/ 11 /4" 1" / 11/4" (25) 1001-1 X 100.0 (45.3) . 1001-1 X 11/4 118.0 (53.5) -- / -- 1000/1000 1000 /1000 11/4" (32) 1001-11/4 X_1 100.0 (45.3) 1001-l'/4X 11/4 114.0 (51.7) 1000/ 1000 - 1000/1000 1000/1000 [/20l 100111/2 X11000 (453) 1001 lV2XV/41150 (52.1)1000/1000 1500/1500 1500/1500 Ti (50) 1001-2 X 108.0 (49.0) 1001-2 X 11I4 121.0 (54.8) 1000/1000 2015/2015 2015 /2015 L/L 1022X11386(8) 1m/4 1604 (721) 1600/16002015/2765 2015/2765 1 (80) 1001-3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 1600/1600 2015/2765 2015 / 2765 r-4'-' -(Too) : 1609 (T3-0)- 14i-1 I/i 2427) 00/1600 -20'15'—/27-6-5 — 2015/2765 6" (150) 1001-6 X 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 1600/1600 . 2015/2765 2015/2765 1 H200) 1001-8X1 217.4 (986) 10(1-8X11/4 2388(108.3)1600/1600 2015/2765 2015/27651 c®us LISTED Structural Attachment for Restraint (Sway Brace) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 55a Fire Protection Solutions BLihè b E'TsN Seismic Bracing Fig. 76 - TOLCOTM Structural Attachment for Restraint (Sway Brace) Assembly Size Range: %" and W all threaded rod (AIR) Material: Steel Function: Structural attachment for restraint (sway brace) or hanger assembly Features: The Fig. 76 has multiple sized fastener holes to accommodate multiple types of fasteners for various types of structures (concrete, wood and steel) see table below. It can be bent in the field to accommodate multiple angles, but is supplied fixed at 45° to accommodate the most common installation configuration. Its open design allows easy inspection to verify thread engagement. It will fit both %" and ½" all thread rod to accommodate changing field conditions when longer brace material is required. It is UL listed both as a restraint and as a hanger attachment for up to 4" ((PS) pipe size. Installation Instructions: Follow fastener manufacturer and NFPA 13 guidelines to install appropriate fastener for the structural type (i.e. concrete, wood, steel). Install all thread rod (brace member) toTOLCOTM Fig. 76 Structural Attachment. Bottom out AIR to ensure full thread engagement. This can be visually confirmed due to the open thread, design. For more information visit our website for the most up to date instructions sheets. Approvals: UL Listed reference this page. FM Global Approved <FM> see page 55b. Finish: Pre-Galvanized. Order By: Figure number. Maximum Allowable Loads (tJL Listed) Part No. 3/a° Rod 'If Rod Fig. 76 300 lbs. 300 lbs. Loads shown are axial ASD loads. Fasteners to use with Fig 76 (Up to 2' IPS pipe size) per NFPA 13 Structure Fastener Fastener Fastener NFPA 13 (2013) Type Type Diameter Embedment Reference Concrete Through Bolt 3/8' N/A 9.1.3.10.1 9.13 - 91.3.81 Anchors Steel Through Bolt 3/8" N/A 9.1 .4.5.1 -- - - - - - - - - - UL Litd Bem Steel Beam Clamp 3/8" N/A Clamp with _____ ______ - - _Retaining Strap Wood (1) 3/8" lag screw 3/8" 2 '/f 9.1.5.3.1 (2)10 #10 All Thread Rod Maximum Restraint Lengths Rod Root Least Radius Maximum Unbraced Length I - (in.) Max. Horizontal Load @ 45 (lbs.) of Gyration I Size (in) Dia. (in) r (in) l/r=100 I l/r=200 l/r=300 I l/r=400t l/r=100 l/r=200 I l/r=300 l/r-400t 0.300 0.075 7 14 22 30 300 186 82 44 r1IIiITJ:T. 20 30 40 300r 300t 152 85T Vr = 400 NFPA 13 2010, Sec 9.3.6.1 151 t hr = 400 NFPA 13 2013,Sec 9.3.6.1 151 —Per NFPA 13120131 Table 9.3.5.11.8 lallbllcl, consult for maximum allowable load information on ATR. Wax load governed by Fig. 16/11 Max horizontal load. Eaton's TOLCO seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Our warranty for seismic bracing components will be the warranty provided in Eaton's B-Line Division standard terms and conditions of sale made available by us, except that, in addition to the other exclusions from Eaton's B-Line Division warranty, we make no warranty relating to Eaton's TOLCO seismic bracing components that are combined with products not provided by Eaton's B-Line Division. Structural Attachment for Restraint (Sway Brace) Patent Pending All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 55c Fire Protection Solutions BLinè by Seismic Bracing Fig. 11 - TOLCOTM System Piping Attachment for Restraint (Sway Brace) Assembly c®us Size Range: V and W all threaded rod (ATR) USTED Material: Steel Function: System attachment for restraint (Sway Brace) Assembly Features: The Fig. 77 is UL Listed to be used with both (IPS) steel and CPVC fire sprinkler pipe, in 1 through 2 diameters, It fits multiple rod diameters allowing for field adjustment if longer brace material is needed. Its sturdy break-off bolt will not strip and verifies proper installation. Its snap on design has many advantages. It can be installed with one-hand, can easily position the brace all thread rod over the top of the pipe being braced or underneath the pipe being braced to accommodate the desired brace angle. It can be fixed in place or moved to a new location by sliding along the pipe or snapping on or off and relocating. An entire prefabricated assembly. (Fig. 76 & 77 joined with ATR) can be pre-assembled to save time and labor and later be field installed and adjusted to fit. Installation Instructions: lnstaIITOLCOTM Fig. 77 System Attachment to sprinkler pipe branch line to be restrained. You can position with the rod engagement either above or below the sprinkler pipe. Rod must extend a mm. of 1 (25.4) past the edge of the Fig. 77. The attachment can be slid along the pipe to position close to where the Fig. 76 structural attachment will be fastened to the structure. The snap on design allows maximum adjustability during this stage of the installation process. Engage ATR (previously attached to the Fig. 76 Structural Attachment to the rod engagement portion of the Fig. 77 System Attachment. Tighten set bolt on Fig. 77 System Attachment until head breaks off verifying proper installation torque. For more information visit our website for the most up to date instructions sheets. Approvals: UL Listed. FM Global Approved <FM> refer to page 55d. Finish: Pre-Galvanized. Order By: Figure number and pipe size. Max.Design loads (UL Listed) Part No. 3/8" Rod 'If Rod in. lbs. lbs. Fig. 77 1 I Fig 17 300 300 Fig. 11 11/2 1i7r' These loads apply to IPS steel, Sch.10, Sch. 40, engineered lightwall piping, such as Allied Dynaflow78, and cvc plastic pipe. Loads shown are axial ASO loads. § All other trademarks are property of their respective owners. All Thread Rod Maximum Restraint Lengths Rod Root Least Radius Maximum Unhraced Length I - (in.) Max. Horizontal Load @ 450 (lbs.)** of Gyration I Size (in) Die. (in) r (in) l/r=100 I l/r=200 l/r=300 I l/r=400t l/r=100 l/r200 I l/r=300 I l/r=400t 3/ 1 0.300 0.075 7 14 22 30 300 186 12__1 _44__ rt12 " '0:404 '0.101 [10' 20'30 40" 30ftt 300t '152 85" I f/r = 400 NFPA 13 2010, Sec 9.3.6.1 151 1 hr = 400 NFPA 13 2013,Sec 9.3.6.1 151 Per NFPA 13120131 Table 9.3.5.11.8 lallbllch, consult for maximum allowable load information on ATR. tMxe load governed by Fig. 76/77 Max horizontal load. Eaton's TOLCO seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Our warranty for seismic bracing components will be the warranty provided in Eaton's B-Line Division standard terms and conditions of sale made available by us, except that, in addition to the other exclusions from Eaton's B-Line Division warranty, we make no warranty relating to Eaton's TOLCO seismic bracing components that are combined with products not provided by Eaton's B-Line Division. VFS FIRE & SECURITY SERVICES 6. Under Ground Fittings 2-8"Sizes DIMENSIONS Style 744 Sizes 2 - 8' (50 - 200 mm) ANSI Class 125 and 150 Flange Note: Gray area of mating lace must be free from gouges, undulations or deformities of any type for effective sealing. IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.04 VICTAULIC* IS AN ISO 9001 CERTIFIED COMPANY Style 744 FireLock® Flange Adapter ; ~ (PIus with VicPIusTM Gasket System Gasket System PRODUCT DESCRIPTION Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 8" (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. The design incorporates small teeth inside the key shoulder I.D. to prevent rotation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc., require the use of a FireLock Flange washer. FireLock Flange adapters with Vic-Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the Vic-PlusTM Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic® now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic- PluslM System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements. See Victaulic publication 10.01 for details. Sealing Surface Dimensions Pipe Size Max. Work Max. End Inches/mm Inches/millimeters Aprx. Wgt. Actual Nominal Outside Press.' Load' No. Bolt Each Diameter Diameter PSI Lbs. Bolts P Size "A" "B" Lbs. tnimm lnimm kPa N Req'd. Inches Max. Mm. W X V Z kg 2 2.371 175 775 4'/-X2 3 / 2.38 3.41 6.75 6.00 4.75 0.75 2.7 50 60.3 1200 3450 60 87 172 152 121 19 1,2 2V2 2.875 175 1135 4 5/4 X3 2.88 3.91 7.88 7.00 5.50 0.88 4.2 65 73,0 1200 5050 73 99 200 178 140 22 1.9 3 3.500 175 1685 4 5/8X3 3.50 4.53 8.44 7.50 6.00 0.94 4.8 80 88.9 1200 7500 89 115 214 191 152 24 2.2 4 4.500 175 2780 8 5Iu X3 4.50 O 7.1 100 114.3 1200 11045 114 141 252 229 191 24 3.2 5 5.563 175 4250 8 3/4 X 31/2 556 671 O O O 8.3 125 141,3 1200 18920 141 171 279 254 216 25 3,8 6# 6.625 175 6030 8 3/4 X 31/2 6 0 0 O 9.3 150 168,3 1200 26840 168 198 305 279 241 25 4,2 8# 8.625 175 10219 8 3/4 X 31/2 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219,1 1200 45475 219 252 372 343 298 29 6.3 Refer to notes below. tlotal bolts required to be supplied by installer. Bolt sizes for conventional flange-to-Range connection. Larger bolts are required when Vic-Flange adapter is utilized with wafer-type valves. A Not available with Vic-Plus gasket system. Lubrication is required. NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A. 1477 REVD Victaulic company of America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e.mail:pickvic@victaulic.com Victaulic company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@viclaulic.com Victaulic Europe- Phone:32-9-381-1500 Fax: 32-9-380-4438 • e-mail:viceuro@victaulic.be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vicul@victaulic.com Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vicap@viclaulic.com 1004 VIC-FLANGE ADAPTER NOTES i The Style 744 (2 - 8/50 - 200 mm) design incorporates small teeth inside the key shoulder I.D. to prevent rotation. 2 FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrainedjoints. Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. o Flange Washers: FireLock Flange adapters require a smooth hard surface at the mating flange face for effective sealing. Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, it is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange: a standard flat flange gasket should be used adjacent to the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange. gasket. B When mating to a wafer valve: where typical valves are rubber lined and partially rubber faced (smooth or not), the Flange Washer is placed between the valve and the FireLock Flange adapter. c When mating a rubber faced flange: the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. D When mating AWWA cast flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90° to each other. If one flange is not a FireLock Flange adapter (e.g. flanged valve), then a standard flat flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. F When mating to a Series 705-W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers, always specify product style (Style 744) and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Coating: Black enamel Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: Grade "E" EPDM - Type A Vic-Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication for most installation conditions, Standard gasket approved for dry pipe systems to -40°F (-40°c). Based on 'typical' pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F (-18°C) and for all dry pipe systems or systems to be subjected to air tests prior to being tiled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. This product shall be manufactured by victaulic company. All products to be installed in accordance with current victaulic installation/assembly instructions. victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 744 FireLock® Flange Adapter S O We IN i 124 oeiSize er www.ebaa.com 0112-0 TiE Your Connection to the FutureTM E-Z Flang& Flange Adapter For Ductile Iron and Steel Pipe 3 1003 4.00 250 4 1004 630 250 6 1006 8.80 250 8 1008 1299 250 10 1010 23.10 200 12 1012 29.50 200 Features and Applications: Adapts a plain end of ductile iron or steel pipe to a fitting, valve, or other appurtenances equipped with flanges meeting ANSI/AWWA CIIO When used on Ductile Iron Pipe at flanged joints, sizes 3 inch through 12 inch, use the E-Z Flange Gasket supplied. When used on Steel Pipe at flanged joints, sizes 3 inch through 12 inch, a transition gasket is required. Minimum 2 to I Safety Factor MEGA-BOND® Restraint Coating System Set Screw Design Constructed of ASTM A536 Ductile Iron This product is Listed to applicable UL Standards and requirements by Underwriters Laboratories Inc. Sizes 3 inch through 12 inch Available with Accessory Packages For use on water or wastewater pipelines - subject to hydrostatic pressure and tested in For Higher Pressures and or Larger Size Applications accordance with either AWWA C600 or ASTM Series 2100 MEGAFLANGE5I Restrained Flange Adapter D2774 Availatle In sizes 3 Inch thTaugh 48 Inch fc- Ductile kn and PVC Pipe and Sample Specification sizes 3 Inchthroughi.2 inch for Steel and HDPE Pipe II Flange adapters shall be used in lieu of threaded or welded flanges on plain end ductile and carbon - steel pipe. The restraints shall be manufactured of { ductile iron conforming to ASTM A536. The restraint devices shall be coated using MEGA-BOND®. (For J complete specifications on MEGA-BOND visit www. ebaa.com.) The bolt circles and bolt holes shall conform to ANSI/AWWA C11O/A21.10. The screws shall have a Rockwell hardness of C40-45 converted from Brinnell. The flange adapter shall have a Members of... minimum working pressure rating as shown in the adjacent table. The restraint shall be the Series 1000 E-Z Flange, as manufactured by EBAA Iron, Inc., or AMERICAN FOLJVORY SOCIETY approved equal. Copyright 2005 0 EISAA Iron, Inc. Submittal Reference Drawing 'I) [10 Flange- Requirements. 3 1003 3.96 7.50 2.14: 4 1004 4.80 9.00 233 6 1006 6.90 11.00 2.39 8 1008 9.05 13.50 2.76 10 1010 11.1C 16.00 2.83 12 1012 13.2C 19.00 2.8 Installation Instructions The Series 1000 E-Z Flange is designed for joining plain end ductile iron pipe, conforming to ANSI/AWWA C151/A21.51 (class 50-56 thickness) to standard AWWA C110 (class 150 dimensions) flanges. 1. The pipe ends must be cut smooth and square. (The E-Z Flange adapter should not be used on beveled end of the pipe.) All surfaces must be cleaned. Back the set screws out of the. flange to clear the pipe and slide onto the pipe. Install E-Z Flange gasket on the pipe with the bevel of the gasket facing the E-Z Flange. Position the pipe end square against the adjacent flange. Slide the gasket and E-Z Flange toward the adjacent flange. Install and hand tighten the flange bolts keeping an equal gap arcuid the flange. EBAA IRON Sales, Inc. P.O. Box 857, Eastland, IX 76448 Tel: (254) 629.1731 Fax (254) 623.8931 (30) 4331116 within US and Canada contacttebaa.com vw,ebaa.com Tighten the flange bolts evenly to the proper range of to-cue. (45-60 ft-lbs for 3 inch and 4 inch and 75-90 ft-lbs for 6 inch through 12 inch) Tighten the set screws in a Alternating Manner until al are in firm contact with the pipe surface. After all set screws are in firm contact with the pipe, ccntnue tightening in an alternating manner until all are tightened to the proper range of torque. (45 ft-lbs for 3 inch through 5 inch and 70 ft-lbs for 8 inch through 12 inch.) WLUG es11®® Mechanical Joint Restraint for Ductile Iron Pipe Features and Applications: Sizes 3 inch through 54 inch Constructed of ASTM A536 Ductile Iron Torque Limiting Twist-Off Nuts MEGA-BOND® Restraint Coating System For more information on MEGA-BOND, refer to www.ebaa.com The Mechanical Joint Follower Gland is incorporated into the restraint Heavy Duty thick wall design _R ost Up.ssure Ship pi ng Assem ting 040 SizeNumberightsflect 3 1103 6.1 30 350 [ 4 1104 77 30 350 6 1106 11.9 30 350 [ 8 - 1108 - 148 30 350 10 1110 23.9 30 350 1112 312 3° 350 14 1114 48.5 20 350 r 16 1116 564 20 350 18 1118 63.1 11/2 0 250 20 1120 723 11/2 0 2501 24 1124 133.1 11/2 0 250 30 1130 194.6 1° 250 36 1136 234.0 10 250 142 1142 5360 1° 250 48 1148 653.0 10 250 Support Products Available: Split repair style available 3 inch through 48 inch. EBAA Series IIOOSD Solid restraint harness available for push-on pipe bells. EBAA Series 1700 Split restraint harness available for existing push-on bells. EBAA Series IIOOHD All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware i54 1154 700.2 0.50 200 • For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774 Made In U.S. Patent Nos. ] 4092036, 4627774, 4779900, 4896903, 5544922 The USA 0316-I Copyright © 2016. EBAA Iron, Inc. All Rights Reserved. MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984, engineers and contractors designing and installing water and wastewater pipelines and systems have come to rely on the EBM Series 1100 MEGALUG Mechanical Joint Restraint as the "Product of Preference" for effectively and economically restraining ductile iron pipe connections above or below ground. MEGALUG Mechanical Joint Restraints replace external re- straints such as cumbersome concrete thrust blocks and corrod- ible metal tie rods creating a quicker, safer and more economical installation. Major testing laboratories agree as the 3" through 24" sizes are Underwriters Laboratories (UL) listed, and the 3" through 12" sizes are Factory Mutual (FM) approved. For use on all classes of ductile iron pipe (PC350 through PCI50 and CL56 through CL50), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the pipe or cement linings. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN The wedge style MEGALUG design reacts to the amount of force acting on the joint. When each wedge is set, the wedge teeth penetrate the pipe's outer surface, and the wedge does not move on the pipe. There is very little change in this interface until the wedge movement begins inside the pocket of the main casting. Once the wedge starts moving, the formation of the buttress begins. This "dam" of material (the wedge impression) is cold formed as the wedging action continues. If the force of pressure acting on the joint is released, the wedge moves back to near its original position. This engages the reserve-controlled move- ment or RCM". The wedge is then ready for another round. After the wedge has moved to the back WI Max pressure 0 cerease Max movement I Wedge of LU Rated pressure tRCM movement begins Normal operating pressure D W Cl) Ui Cr MOVEMENT of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty-six inch size and 0.4 inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high-pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03". Finally, at roughly twice that force the penetration is around 0.05" At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA CI50. The lack of damage to the cement-lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. THE ORIGINAL PATENTED _ allowed by the echanical joint GRIPPING WEDGES liring installation,; it can also deflect Since 1964 EBAA Iron has responded after assembly: aggressively to the needs of the Sizes of 12" and below water industry for better solutions \. - are capable of up* to 3 to joint restraint problems - thus the degrees of deflection after development of the family of self installation (depending on the' actuating MEGALUG wedge action F preset deflection.) restraints. J The 14" and 16" sizes are capable of 2 degrees deflection. TOOLS The 18" through 24" sizes are MEGALUGS instil using an ordinary capable of 1.5 degrees deflection. wrench (box, ratchet, or air-driven), The 30"through 48" sizes are capable of. because the torque-limiting, twist- 1 degree deflection. 'a off nuts automatically shear during - The 54" size has a 0.5 degree deflection. tightening when the proper torque P,. is reached. The same 1¼ wrench I used to tighten the T-bolts on the, 4" through 24" sizes can be used to tighten and shear the twist off nuts in all sizes. If removal beconie necessary, a 5/8 hex head remains so the screws can be loosened, anc retightened with a torque-indicating wrench. During removal, the wedge are held in place by retainer clips. STEEL PIPE JIThe 1100 Series MEGALUG can be used to restrain 3" -8" SCH 40 or 80 steel pipe when joining to mechanical appurtenances. It can also be used on, steel pipe in all sizes if the pipe's outside diameter is the same as the ductile iron pipe and its thickness is ( equal to or greater than PC350 ductile iron pipe in sizes / of 16 inch and below and PC250 ductile iron pipe 18 inches and above. DEFLECTION The MEGALUG gripping wedges provide resiliency to your pipeline design. In addition to deflecting as much as -CAST IRON PIPE Grey iron pipe diameters are often larger than ductile iron pipe diameters. The Series 1100 MEGALUG restraint may be usedwith grey iron pipe having standardized cast iron O.D. per AWWA C150 and C151, and with pit cast Classes A' and "B" without modification. Use of the Series 1100 with pit cast grey iron Classes C" and "D" will require over sizing the MEGALUG. More information on this is explained in detail in Connections Bulletin' Dl-1". Mechanical Joint Restraint Sample Specifications (The text of the specifications below can be copied pasted from www.ebaacom/download/llOOSpec.DOC) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA CUI/ A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Restraint devices for nominal pipe sizes 3 inch through 54 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA c110/A21.10. The devices shall have a working pressure rating of 350 psi for 3-16 inch, 250 psi for 18-48 inch and 200 psi for the 54 inch. Ratings are for water pressure and must include a minimum safety factor of 2 to I in all sizes. Material Gland body, wedges and wedge actuating components shall be cast from grade 65- 45-12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requirements of ASTM A536 is acceptable, providing the device meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN. Three (3) test bars shall be incrementally poured per production shift as per Underwriter's Laboratory (U.L.) Specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accordance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be accessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made available, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to accommodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. Installation Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. Approvals Restraint devices shall be Listed by Underwriters Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). Mechanical joint restraint for ductile Iron pipe shall be Megalug Series 1100 produced by EBAA Iron Inc. or approved equal. MEGA-BOND® Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid thermoset epoxy coating with heat cure to follow each coat. All casting bodies shall be surface pretreated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA-BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. Support Products for more information concerning these products please consult the catalog or www.ebaa.com ries 11005D MEGALUG Restraint xisting Mechanical Joints Series 1700 MEGALUG Restraint Harness For Push-On Bell Joints ries IIOOSDB MEGALUG Restraint Aid-Span Applications Series IIOOHD Split MEGALUG Restraint Harness for Existing Push-On Bells K2 J 0.125 SECTION A-A SECTION B-B ii 0.75 Series 1100 Submittal Reference Drawing 2 (n 3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 4 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.7 350 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.9 350 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 14.8 350 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 48.5 350 16 1116 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 56.4 350 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.1 250 20 1120 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 72.3 250 24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 133.1 250 30 1130 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 194.6 250 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 234.0 250 42 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 536.0 250 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 653.0 250 54 1154 58.82 4.56 57.73 2.15 66.40 1.375 63.20 66.33 36 36 700.3 200 Wit Important Notes The Series 1100 MEGALUG should not be used on plain end • EB&ASeal1 Mechanical Joint Gaskets are provided with 30 inch fittings. through 54 inch MEGALUG restraints. These are required on the above referenced sizes to accommodate the pressure ratings and safety factors shown. If encased in concrete, polyethylene wrap must be used to • Extra length T-bolts are provided with the 42 inch, 48 inch and 54 inch prevent concrete intrusion into the wedge pocket. sizes to facilitate easier assembly of the mechanical joint. For test pressures above the rated pressures shown, contact • All Series 1100 MEGALUG components are made of ductile iron EBAA for recommendations, such as tandem restraint for high conforming to ASTM A536. The wedges are heat treated to a hardness pressure applications, range of 370 to 470 BHN. If you experience the need to install the Series 1100 • LISTINGS AND APPROVALS: Sizes 3 inch through 24 inch are listed by MEGALUG in an unconventional manner please consult our Underwriters Laboratories, Inc. Category HJKF 'Fittings, Retainer Type" engineering department. with a d'ilection angle of 5 degrees (3 inch through 12 inch) and 21/2 degrees (14 inch through 24 inch). The listing file number is EX2836, Sizes 3 inch through 12 inch are Factory Mutual approved. The Series 1100 MEGALUG is intended for use on ductile iron pipe. The rostra-nt can be used on grey iron pipe if the pipe is not severely corroded and is in sound condition and has an outside diameter that can be accommodated. For more information on the use of the MEGALUG restraint on grey iron pipe ask for Connections Bulletin DI-1. 2. / 3 1. The Series 1100 MEGALUG joint re- straint is designed for use on ductile iron pipe conforming to ANSI/AWWA C151/A21.51 (all thickness classes) when restraining mechanical joint pipe fittings. 2.* Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and the plain end with soapy water or an approved pipe lubrication meeting the requirement of ANSI/AWWA C111/A21.11, just prior to slipping the gasket onto the plain end for joint assembly.. Place the gland on the plain end with lip extension toward the plain end, followed by the gasket. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 3* Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. 4* Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. In large sizes (30-48 [and 54] inch), five or more repetitions may be required. The use of a torque-in- dicating wrench will faci!it'ate this procedure. 6. Tighten the torque limiting twist- off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternat- ing manner until all of the nuts have been twisted off. EBAA IRON Sales, Inc.- P.O1 Box 857, Eastland, TX 16448 Tel: (254) 629.1731 Fax: (254) 629•8931 (800) 433•1716 within US and Canada' contact@ebaa.com www.ebaa.com' 7. If removal is necessary, utilize the 5/8 inch hex heads provided. If reas- sembly is required, assemble the joint,in the same manner as above, by tightening the wedge bolts to 90 ft-lbs. 'If the series 1100 restraint is removed from the pipe, be sure that all the collar bolts and-wedges 'are in place before the restraint is reassembled. * These steps are requirements of AWWA. AWWA Standard C600 For More Information For more information about MEGALUG restraints call EBAA today and request "EBAA Connections Bulletin DIi" concerning use of the MEGALUG restraint on grey iron pipe, or "EBAA Connections Bulletin Dl-2" covering the background and operation of the MEGALUG system of restraint. "Restrint Length Calculation" Software is available for PC/Windows applications. support documenta- tion about the software can be found in "EBAA Con- nections Bulletin PD-1 through P0-5". 5* Tighten the bolts to the normal range of torque as indicated [3 inch 45-60 ft-lbs., 4-24 inch 75-90 ft-lbs., 30-36 inch 100-120 ft-lbs., and 42, 48 and 54 inch 129-150 ft- lbs.] While at all times maintaining, approximately the same distance between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then top bolt, next the bolts at either side, finally, the remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. FF1.B _ F\7 0 u i MEGALUG® Restraint Harness Your Connection to the Future TM for Push On Joints on Ductile Iron Pipe Features and Applications: Restraint harness for ductile iron pipe to pipe push on joints '\ -'"- -: ..: -• Restraint harness meets or exceeds ANSI/AWWA C151A21.51 and ANSI! • AWWA C150/A21.50 standards o ;•. Minimum 2 to I safety factor MEGALUG Restraint Ring on spigot side . - of joint 1 Split Bell Ring design for ease of installation Series 1706 restraining 6 inch ductile iroti pipe to pipe push on Joint. Constructed of ASTM A536 ductile iron PSI RtinIs iThi9Th WSeffles 04 14 WES romate R''tMressu] RJSize bp0pjg Ig ht (j) :3 1703 16.91 350 4 1704 19.96 350 6 1706 28.92 350 1 8 1708 37.92 350 10 1710 56.34 1 350 12 1712 7402 350 14 1714 119.62 350 16 1716 134.40 350 18 1718 138.40 = 250 20 1720 161.88 250 24 1724 242.36 . 250 30 1730 312.00 250 36 1736 475.00 250 42 1742* 1,13100 250 48 1748* 1,345.00 250 EBAA IRON Sales, Inc. P.O. Box 857, Eastland, IX 76448 N Tel: (254) 629•1731 _ Fax: (254) 629•8931 (800) 433•1716 within US and Canada contact@ebaa.com ww.ebaa.co 10,0-i Membe;s of... AMERiCAN FCUHDRY SOCIETY MEGA-BOND® Restraint Coating System For use on water or wastewater pipelines ;ubject to hydrostatic pressure and tested .n accordance with either AWWA C600 or OSTM D2774. ;ample Specification )uctile iron pipe bell restraint shall consist of a vedge action restraint ring on the spigot joined to a plit ductile iron ring behind the bell. The restraint ng shall have individually actuated wedges that ncrease their resistance to pull-out as pressure or xternaI forces increase. The restraint ring and its vedging components shall be made of ductile iron onforming to ASTM A536. The wedges shall be eat treated to a minimum hardness of 370 BHN. brque limiting twist off nuts shall be used to insure woper actuation of the restraining wedges. The ;plit ring shall be made of ductile iron conforming to STM A536. The restraint devices shall be coated sing MEGA-BOND. (For complete specifications on 1EGA-BOND visit www.ebaa.com.) The connecting ti ods that join the two rings shall be made of low allo ;teel that conforms to ANSI/AWWA C111/A21.11. Ehe assembly shall have a rated pressure with a ninimum two to one safety factor of 350 PSI in the ;ixteen inch size and below 250 PSI in the eighteen hrough thirty-six inch sizes. The product shall be he Series 1700 MEGALUG® restraint harness, nanufactured by EBAA Iron, Inc., or approved equal. Copyright 20060 EBAA iron. Inc. Series 1700 Submittal Reference Drawing 3 1703 3.96 5.44 9.06 4-%-12 4 1704 4.80 6.60 9.90 4 - 3/4 x 13 6 1706 6.90 8.60 12.00 6- 3/4 x 13 8 1708 9.05 10.9 14.15 6 - 3/4 x 13 10 1710 11.10 13.1 16.20 8 - 3/4 x 18 12 1712 13.20 15.4 18.30 8 - 3/4 x 18 14 1714 15.30 17.9 21.88 8- 3/4 x 18 16 1716 17.40 20.1 24.13 10- 3/4 x 18 18 1718 19.50 22.4 26.50 10- 3/4 x 18 20 1720 21.60 24.6 28.50 12 - 3/4 x 18 24 1724 25.80 29.1 33.38 14 - 3/4 x 18 30 1730 32.00 35.8 40.25 16- lx 18 36 1736 38.30 42.6 46.75 20- lx 18 42 1742* 44.50 49.2 7 55.57 24- 11/4 x 28 48 1748* 50.80 56.1 61.87 28 - 11/4 x 28 -. - - Installation Instructions - Position the Series 1100 MEGALUG® restrain: on the spigot such that the bolts are in align- ment and the distance between the rings is sui:able for the tie bolt length. Allow enough room on the :ie boltto fully engage the nuts wit] severa threads showing. Ins-.all the tie bolts ii each available bolt hole for maximum cistritution of operating forces. Plafle nuts oi the end of the tie bolts. Allow J room on the lie bolt to fully engage the nut witi several three is showing. Put the restraint ring away from the joint until -. the slack is removed from the tie bolts. The Series 1700 is designed for restraining ductile Tighten the torque limiting twist-off nuts in Tighten the tie bolt nuts until the ring behind iron p pe, conforming to ANSI/AWWA C151/A21.51 a clockwise direction (direction iidicated by the bell is in firm contact with the back of the (all th kness classes) push-on pipe bells. It has a arrow on top of nut) until all wedges are in firm bell. Do not tighten these bolts enough to force restraint ring on the spigot and a split ring behind the contact with the pipe surface. Continue tighter- the spigot further into the bell. bell. ing in an alternate manner until all of the nuts If removal is necessary; use the /8 inch hex 1. nstall the split ring behind the bell in the direc- have been tw sted 01. heads provided. If reassembly is required, :ion indicated on the casting. Tighten the clamp bolts to 90 ft-lbs. Place the Series 1100 MEGALUG® restraint gland on the spigot with the lip extension toward the bell. .tssemble the push-on joint per the pipe iarufacturers instructions. assemble the product in the same manner as indicated in the previous steps and tighten the wedge bolts to 90 ft-lbs. For Sizes 42 Inch and 48 inch, two solid ring MEGALUGS are provided. One MEGALUG will be placed on the spigot with the lip extension toward the bell. The second will slide along the barre of the second pipe and placed behind the bell lip extension toward the bell). Then proceed with steps 3 - 8. VFS FIRE & SECURITY SERVICES 7. Valves Fire Lock® SERIES 717HR - SHOWN WITH THE VICTAULIC RISER CHECK KIT (2 - 3150 - 80 mm) SERIES 717R -SHOWN WITH THE VICTAULIC RISER CHECK KIT (4 - 8/100 - 200 mm) SERIES 717HR HIGH PRESSURE - cULus, FM SERIES 717R - cULus, FM The Series 717R and Series 717HR FireLock High Pressure check valves are CAD-designed for hydrodynamic efficiency and available in 2 - 3/50 - 80mm (Series 717HR) and 4— 87100 — 200 mm (Series 717R) sizes. Series 717HR valves are cULus Listed and FM Approved for service up to the pressures shown on the chart below. In the Series 717HR High Pressure Check Valve, the stainless steel disc is seated against the 0-ring seal which is installed in the electroless nickel-plated end face The Series 717R check valve features an elastomer encapsulated disc and a welded in nickel seat for superior corrosion resistance. Both valves feature a spring-assisted, single disc design which provides a leak-free seal with as little as 5 ft/1.5 m of head. Either valve can be installed in horizontal or vertical positions. In both valve designs, the single disc mechanism incorporates a spring-assisted feature for non-slamming operation. Each valve is factory tested to the rated working pressure. For systems not requiring a Riser Check option refer to publication 10.08. Both valve designs include upstream and downstream pressure taps. The drain valves supplied with the Victaulic Riser Kit are cULus and FM Approved for services up to 300 psi/2068 kPa. Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted to flanged (ANSI CL.150) equipment using Victaulic Style 741 VicFlangeW or Style 744 FireLock flange adapters on either end. The Victaulic riser check kit for the 2"/60.3mm 5717HR has a ~" drain valve and the kit for the 2-1h to 3'/65-80mm S717HR includes a 11/4" drain valve. The kit for the 4-87100- 200mm 5717R valve includes a 2" drain valve. All kits also include gauges (2), gauge isolation valves (2), pipe nipples and pipe plugs. In both models, the riser check kit must be specified when ordered. 2"/50mm Series jpJ:Ii cULus* 1 365p1i/2517 kPa Approval/Listing (bare valve) FM up to 365psi/2517 kPa Service Pressures ~upo 365psi/2517 kPa n/a IV 276 o up to 365psi/2517 kPa ru 76.1mm up to 365p5i/2517 kPa up to 365psi/2517 kPa rVa 3/80mm up to 365psi/2517 kPa up to 365psi/2517 kPa ry 47100mm n re up to 365psL'2517kPa up to 365psi/2517kPa 57125mm nO nO up to 365psi'2517kPa up to 365psi/2517kPa 67150mm nO nO up to 365psL'2S17kPa I up to 365psi/2517kPa 8"/200mm nO nO up to 365psi.'2517kPa I up to 365psi/2517kPa Note: When supplied with the Victaulic Riser Check Kit, the Series 717HR can be used for services up to 300psi/2068kPa. JOB OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date wwwvictaulic.com vIcTAuLIC IS A REGISTERED TRADEMARK OF VICTAuLIC COMPANY. 02011 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. REV_H J -C tauIicr 10.09_i IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES FireLock® Check Valves SERIES 717HR HIGH PRESSURE - cULus, FM SERIES 717R - cULus, FM c®uS SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS MATERIAL SPECIFICATIONS Body: 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. Body Coating: Series 717HR and Series 717R: painted black enamel. Body Seat: Series 717HR (2 - 3750 - 80mm) machined surfaces electroless nickel plated. Series 717R (4 - 87100 - 200mm) welded-in nickel seat. Disc Seal or Coating: Grade "T" Nitrile (Series 717HR ONLY) Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/-t-60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. Grade "E" EPDM (Series 717R ONLY) EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended 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 +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: - Series 717HR (2 - 3750 - 80mm): 300 Series Stainless Steel - Series 717R valves (4 - 127100 - 300mm) Elastomer-coated ductile iron Shaft: - Series 717HR: Brass - Series 717R: Type 316 stainless steel Spring: All sizes Type 302/304 stainless Shaft Plug: - Series 717HR: Type 416 Stainless Steel - Series 717R: Zinc-plated carbon steel Pipe Plug: Zinc-plated carbon steel www.victaulic.com tauIic° vicrAuLic IS A REGISTERED TRADEMARK OF vicrAuLic COMPANY. 0 2011 vicTAuLic COMPANY. ALL RIGHTS RESERVED. 10.09.2 REV_H IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.09 FireLock® Check Valves SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717HR HIGH PRESSURE - cULus, FM SERIES 717R - cULus, FM DIMENSIONS 717HR 2160.3 mm - 3188.9 mm SERIES 717 HR www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_H Aic. t -au I i d IO.09_3 IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.09 FireLock® Check Valves . SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717HR HIGH PRESSURE - cULus, FM SERIES 717R - cULus, FM DIMENSIONS 717R www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.09_4 Jt a uI i cr REV_H IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES FireLock® Check Valves c®us€ SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717HR HIGH PRESSURE - cULus, FM SERIES 717R - cULus, FM FLOW CHARACTERISTICS The charts below express the flow of water at 60°17/160C through valve. S717H/717HR 10 0.14- 10 100 FLOW RATE - GP.M. 5717H/717HR il.I.xsI,1 Ln LA 0 -J 10.00 1.004- 100 1000 FLOW RATE (Litres/Mm) 1000 10000 www.victaulic.com S JtauIic vIcTAuuc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2011 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_H 10.09_5 FireLock® Check Valves \4taullcr Series 717 & 717H 10.08 Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 Vic-Flange® or Style 744 FireLock flange adapters on either end. Series 717 Series 717 (21h - 3765 —80 mm) (4 - 127100 - 300 mm) 2 Series 717H High Pressure Check Valve (2— 3/50 —80 mm) Approvals/Listings: C®US LPCB USTED @' See Victaulic Publication 10.01 for more details.. The FireLock Series 717 Check Valve and Series 717H High Pressure Check Valves are CAD designed for hydrodynamic efficiency and available in 2/50 mm - 3780 mm (Series 717H) and 2 1/2 /65 mm - 12/300 mm (Series 717) sizes. Series 717H valves are cULus Listed and FM Approved for service up to 365 psi/2517 kPa. See chart below for approved services for the Series 717 valves. In both valve designs, the single-disc mechanism incorporates a spring-assisted feature for nonslamming operation. This spring-assisted, single-disc design achieves a leak-free seal with as little as 5ft /1.5m of head. Series 717 and 717H FireLock Check Valves can be installed either vertically (flow upwards only) or horizontally. A cast flow arrow indicator is provided to assist with proper valve orientation. Both valves include upstream and downstream pressure taps. Each valve is factory-tested to the rated working pressure. For systems requiring a Riser Check option, refer to publication 10.09. Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date Check Valve I Firelock! I Series 717 & 717H I Publication 10.08 victaulic.corn 1 uCtaUluc Check Valve I Firelock! I Series 717 & 717H I Publication 10.08 Material Specifications: Spring: All sizes Type 302/403 Stainless Steel 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. Body Coating: Series 717H Body: Black Paint Series 717H Endface: Electroless Nickel Series 717 (2 ½ - 3'): PPS Coating Series 717 (4— 121: Black Paint Body Seat: Series 717H - Nitrile 0-ring installed into an electroless nickel plated endface Series 717 (2 ½ - 31 : PPS Coated ductile iron Series 717 (4— 12"): Electroless Nickel plated Disc Seal or Coating: (specify choice') III Grade "T" nitrile (Series 717H Only) Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°c to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. LI Grade "E" EPDM (Series 717 Only) EPDM (green color code). Temperature range -30°F to +2300F/-341C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. NOT RECOMMENDED FOR PETROLUEM SERVICES. 1 Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: Series 717H (2 - 3/50 - 80 mm): CF8M Cast Stainless Steel Series 717 (2 ½ —3"): Aluminum bronze with elastomer seal Series 717 (4 - 12/100 - 300 mm): Elastomer encapsulated disc with electroless nickel plated seat Shaft: Series 717H (2 - 3/50 -80 mm): Brass Series 717 (2 ½ —3°): Type 416 Stainless Steel Series 717 (4— 12/100 —300 mm) Type 316 Stainless Steel Shaft Plug: Series 717H (2 - 3/50 - 80 mm): Type 416 Stainless Steel Series 717 (2 ½ - 12765 - 300 mm): Carbon steel zinc plated Pipe Plug: Series 717H (2 - 3750 - 80 mm): carbon steel zinc plated Series 717 (4 - 12/100 - 300 mm): Carbon steel zinc plated victaulic.com 2 \JtauIic Check Valve I FirelockT I Series 717 & 717H I Publication 10.08 Approval/Listing: Size Approval/Listing Service Pressures Series 717H cULus FM LPCB Vds 2/50mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa 21/2 /65 mm up to 365 p51/2517 kPa up to 365 p51/2517 kPa up to 365 psi/2517 kPa up to 365 p51/2517 kPa 76.1 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 p51/2517 kPa 3/80mm up to 365 p51/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa 4/100mm n/a n/a n/a n/a 5'7125 mm n/a n/a n/a n/a 139.7 mm n/a n/a n/a n/a 6/150mm n/a n/a n/a n/a 165.1 mm n/a n/a n/a n/a 8/200mm n/a n/a n/a n/a 10/250mm n/a n/a n/a n/a 12/300mm n/a n/a n/a n/a Size Approval/Listing Service Pressures Series 717 cuLus FM LPCB Vds 2/50mm n/a n/a n/a n/a 21/2 /65 mm up to 250 psi/1725 kPa n/a up to 365 psi/2517 kPa n/a 76.1 mm up to 250 psi/1 725 kPa n/a up to 365 psi/2517 kPa up to 16bar/232 psi 3/80mm up to 250 psi/1 725 kPa n/a up to 365 p51/2517 kPa up to 16bar/232 psi 4/100mm up to 365 psi/2517 kPa up to 365 p51/2517 kPa up to 365 psi/2517 kPa up to 16bar/232 psi 5'7125 mm up to 365 psi/2517 kPa up to 365 p51/2517 kPa up to 365 p51/2517 kPa n/a 139.7mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 16bar/232 psi 6/1 50mm up to 365 p51/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 16bar/232 psi 165.1 mm up to 365 psi/2517 kPa up to 365 psi/2517 kPa up to 365 psi/2517 kPa n/a 8/200mm up to 365 p51/2517 kPa up to 365 psi/2517 kPa up to 348 psi/2400 kPa up to 16bar/232 psi 10/250mm up to 250 psi/1 725 kPa up to 250 psi/ i 725 kPa up to 1725 kPa/250 psi n/a 12/300mm up to 250 psi/i 725 kPa up to 250 psi/i 725 kPa up to 1725 kPa/250 psi n/a victaulic.com 3 \l'taUIic Check Valve I FireIock I Series 717 & 717H I Publication 10.08 Dimensions - Series 717: R l- I oo,' 3L - -4 '1 0 ½" NPT Upstream Drain Q ½" NPT Downstream Drain 0 2" NPT (Drain Optional) Typical 4- 8/100 - 200 mm Ow NPT Upstream Drain CD ½" NPT Downstream Drain Typical 2 ½ - 3/65 -80 mm Typical 10- 127250 -300 mm Actual Dimensions Approx. Nominal Outside _________ E to E _________ _________ _________ Weight Size Diameter A B C D E J K P R Each inches inches inches inches inches inches inches inches inches inches inches lbs. mm mm mm mm mm mm mm mm mm mm mm I kg 21/2 2.875 3.88 4.26 3.57 - - - - 3.6 65 73.0 99 108 91 - - 1.6 76.1 mm 3.000 3.88 4.26 3.57 - - - - 3.6 76.1 99 108 91 - - 1.6 3 3.500 4.25 5.06 4.17 - - - - - - 4.5 80 88.9 108 129 1 106 2.0 4 4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 100 114.3 245 152 99 70 89 51 114 89 85 9.1 5 5.563 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 125 141.3 267 173 114 106 55 149 1 104 101 12.3 5.500 10.50 6.80 4.50 4.17 2.15 5.88 4.08 3.98 27.0 . mm 139.7 267 173 114 - 106 55 149 104 101 12.3 6 6.625 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 150 168.3 292 203 127 114 61 169 120 . 99 17.2 6.500 11.50 8.00 5.00 4.50 2.38 6.67 4.73 3.89 38.0 165.1 mm 165.1 292 203 127 - 114 61 169 120 99 17.2 8 8.625 14.00 . 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 200 219.1 356 251 154 128 144 55 225 144 146 29.0 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 - 100.0 250 273.0 432 305 180 151 170 55 277 171 45.4 12 12.750 19.50 14.00 8.06 6.91 7.64 2.51 12.81 7.73 - 140.0 300 323.9 495 356 205 176 194 64 925 196 63.5 Dimensions - Series 717H: ITE Typical 2750 mm - 3"/80 mm Dimensions Approx. Nominal E to E Weight Size A B C D E J K P R Each inches inches inches inches inches inches inches inches inches inches lbs. mm mm mm mm mm mm mm mm mm mm kg 2 8.66 6.46 3.23 1.48 3.02 2.80 - - 4.25 10.7 50 219.8 164.1 82.1 37.5 76.7 71.0 ______ 108.0 4.9 21/2 9.37 6.94 3.31 1.66 3.40 3.38 F - 4.38 13.8 65 238.0 176.3 84.1 42.2 86.4 85.9 - 111.3 6.3 9.37 6.94 3.31 1.66 3.40 3.38 4.38 13.8 761 mm 238.0 176.3 84.1 42.2 86.4 85.9 - - 1113 6.3 3 9.62 7.44 . 3.53 1.91 3.65 3.38 - - 4.63 20.0 80 244.3 189.0 89.7 48.5 92.7 85.9 117.6 9.1 victaulic.com 4 .1l(::tauIic. Check Valve I Firelock! I Series 717 & 717H I Publication 10.08 Flow Characteristics The charts below express the flow of water at 60°F/160C through valve. 5717H / 717HR 10, 1 14 14 ET I I I I 0.1 10 100 1000 Flow — GPM 5717H I 717HR 100.00 __... ____... ____... ___._I___..lI I m ...uI muiiu .. . uaui ..iiii U • Ifil __.iuu uii U .. _!PIII 11111 lilt _.uuIuI1 . 11111111 I uuii — - . I uiiii .uUui __uIIIlI • I uuiiu Rililill II 11111111 100 1000 10000 100000 Flow Rate - Litres/mm. 1.00., 10 victaulic.com ,, 5 - j Ac- tauiic. 10 Sit _a ii — .. I. woommusess ••UUI Uiui U I • I I s•iuii uu1111 man Ali — p I II a U Ui I iiuiui girl111 uu ••• UI III ii •uaiiui ai11ai a 11111111111 ,u.uii IUUUIII -- — Iuiliiiiiillii UI IIuIIII II.lull 100 1000 10000 100000 Flow — GPM 10 0.1 10 U) 0. U) 'U) 0 -J Ga U) U) Ga 0. Check Valve I Firelock I Series 717 & 717H I Publication 10.08 Flow Characteristics The charts below express the flow of water at 60°F/160C through valve. 5717/717R --- __.. p OWN MWAMMNWSNM 11 U•UU -- _... U•• pI____. I ...p_____. III UUUa UlUl ---u•nu mass i wmwIa'a'Awi1.IY ...nuI iVNl7itáiflhlllllllfl 4'AST •'AWR avav i *w.ayA.. I AYiW II I 4Y4W AW#UiiIIIIiiIII *WAUWiAV*V1*WAIIW UR•IU so 111111 ••uuiiii iuuini amiwiA**9IRuuhIIII away H AYA•UIHhl uuiH an ••S uu' all =M111111111111111111111 ...i. ... u • 111111 4 iiiauiiniii•iniiiii 100 1000 10000 100000 Flow — GPM 5717/717R 0.1 - 10 Installation Reference should always be made to the I-tOO 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 lathe Warranty section of the current Price List or contact Victaulic for details. Note This product shall be manufactured by Viclaulic or to Viclaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Viclaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Trademarks Victaulic and FireLock are registered trademarks of Victaulic Company. 10.08 .1479 Rev. R updated 05/2014 © 2014 VictaUlic Company. All rights reserved. victaulic.com 6 'jtauIic FireLock® Buterfly Valve Style 705 with Weatherproof Actuator Approvals/Listings: c®uS< LPCB LISTED t G410001 104j/04 See Victaulic Publication 10.01 for more details. Product Description: The Series 705 Butterfly Valve features a weatherproof actuator housing Approved for indoor or outdoor use, a ductile iron body and disc with EPDM seats. Designed for fire protection services only. Victaulic FireLock Series 705 Butterfly Valve is cULus Listed, LPCB Listed, FM and VdS Approved for 300 psi/2068 kPa service. Contact Victaulic for details of agency approvals. \4taulicr 10.81 Material Specifications: Body: Ductile iron conforming to ASTM A-536, grade 65-45-12 End Face, 2 - 6/50 - 150 mm: Ductile iron conforming to ASTM A-536, grade 65-45-12 Seal Retainer, 8 - 12/200 - 300 mm: Ductile iron conforming to ASTM A-536, grade 65-45-12 Coating: Black alkyd enamel Disc: Ductile iron conforming to ASTM A-536, grade 65-45-12, with electroless nickel coating conforming to ASTM B-733 Seat: 0 Grade "E" EPDM Stems: 416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge: C36000 brass Bearings: Stainless Steel with TFE lining Stem Seals: EPDM Stem Retaining Ring: Carbon steel: Actuator: El 2 - 8/50 - 200mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing El 10 - 12/250 - 300mm: Steel worm and cast iron quadrant gear, in a cast iron housing Job/Owner System No. Location Contractor Submitted By Date Engineer Spec Section Paragraph Approved Date victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 10.81 5662 Rev F updated 11/2014 © 2014 Victaulic company. All rights reserved. 1 ictaulic victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 Approvals and Listings: Size Approval/Listing Service Pressures Series 705 Butterfly Valve CULUS FM vds LPCB 2/50mm upt0300p5i/2068kPa n/a upt0300p51/2068kPa . upt0300psi/2068kPa 21/2'765 mm up to 300p51/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 76.1 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 3/80mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 4/100mm up to 300psi/2068kPa up to 300psi/2068kPa upt0300psi/2068kPa up to 300psi/2068kPa 5/125mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 139.7 mm up to 300ps1/20680a up to 300psi/2068kPa up to 300psi/20680a up to 300psi/2068kPa 6/150mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 165.1 mm upt0300p5i/2068kPa up to 300psi/2068kPa n/a upt0300ps1/2068kPa 8/200mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 10/250mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 12'7300 mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 10.81 5662 Rev F Updated 11/2014 © 2014 Victaulic company. All rights reserved. victaulic.com 2 \4tau1ic victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 Dimensions: NOTE: OPTIONAL 1h"/15MM TAP AVAILABLE. CONTACT VICTAULIC FOR DETAILS. Dimensions Actual E to E Nominal Outside Size Diameter A B C 0 E F G DIA H J inches inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm mm 2 2.375 4.25 2.28 6.41 - - 4.00 4.22 4.50 2.12 60.3 60.3 108.0 57.9 162.8 101.6 107.2 114.3 53.8 21/2 2.875 3.77 2.28 7.54 - - 4.00 4.22 4.50 1.77 73 73.0 95.8 57.9 191.5 101.6 107.2 114.3 45.0 3.000 3.77 2.28 7.54 4.00 4.22 4.50 1.77 76.1 mm 76.1 95.8 57.9 191.5 1 - - 101.6 107.2 114.3 45.0 3 3.500 3.77 2.53 7.79 - - 4.50 4.22 4.50 1.77 88.9 88.9 95.8 64.3 197.9 114.3 107.2 114.3 45.0 4.250 4.63 2.88 8.81 5.50 4.22 4.50 2.20 108 mm 108.0 117.6 73.2 223.8 - - 139.7 107.2 114.3 55.9 4 4.500 4.63 2.88 8.81 - - 5.50 4.22 4.50 2.20 114.3 114.3 117.6 73.2 223.8 139.7 107.2 114.3 55.9 5.250 5.88 3.35 10.88 6.56 6.19 6.30 2.58 133 mm 133.0 149.4 85.1 276.4 - - 166.6 157.2 160.0 65.5 5.500 5.88 3.35 10.88 6.56 6.19 6.30 2.58 139.7 mm 139.7 149.4 85.1 276.4 - - 166.6 157.2 160.0 65.6 5 5.563 5.88 3.35 10.88 - - 6.56 6.19 6.30 2.58 141.3 141.3 149.4 85.1 276.4 166.6 157.2 160.0 65.5 6.250 5.88 3.84 11.38 0.41 7.52 6.19 6.30 2.58 159 mm 159.0 149.4 97.5 289.1 - 10.4 191.0 157.2 160.0 65.5 6.500 5.88 3.84 11.38 0.41 7.52 6.19 6.30 2.58 165.1 mm 165.1 149.4 97.5 289.1 - 10.4 191.0 157.2 160.0 65.5 6 6.625 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 1.90 168.3 168.3 149.4 97.5 289.1 10.4 191.0 157.2 160.0 48.3 8 8.625 5.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 2.33 219.1 219.1 135.4 1 128.8 343.6 20.3 37.3 1 254.0 157.2 205.7 59.2 10 10.750 6.40 6.37 15.64 1.41 1.81 12.25 8.10 9.00 - 273 273.0 162.6 161.8 397.3 35.8 46.0 311.2 205.7 228.6 12 12.750 6.50 7.36 16.64 2.30 2.80 14.25 8.10 9.00 - 323.9 323.9 . 165.1 186.9 422.7 58.4 71.1 362.0 205.7 1 228.6 10.81 5662 Rev F Updated 11/2014 © 2014 Victauic Company. All rights reserved. victaulic.com 3 \jltaUIic victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 Performance: The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/ meters of straight pipe. Nominal. Outside Equivalent Size Diameter mm . mm Feet/rn inches inches of pipe - 2 2.375 6 50 60.3 1.8 2½ 2.875 6 65 .73.0 . 1.8 76.1 mm 3.000 6 76.1 1.8 3 3.500 7 80 88.9 2.1 4 4.500 8 100 114.3 2.4 108 mm 108 Minn 8 2.4 5 5.563 12 125 141.3 3.7 133 mm 133 mm 12 3.7 5.500 12 139.7 mm 139.7 3.7 6 6.625 14 150 168.3 4.2 159 mm 159 mm 14 4.3 6 14 .500 165.1 mm 165.1 4.2 8 8.625 16 200 219.1 4.9 10 10.750 18 250 273.0 5.5 12 12.750 19 300 323.9 5.8 10.81 5662 Rev F Updated 11/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 \/-L-- victaulic..corn I Butterfly Valve I Series 705 I Publication 10.81 Performance: C, values for flow of water at +60°F/+160C through a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for C, values = o2/c 2 c1=cxJAP Where: Flow Coefficient 0 (Flow) GPM AP (Pressure Drop) psi Formulas for K. values AP = Q2/2 Q = x VAP Where: Flow Factor KNI 0 (Flow) m3/hr AP (Pressure) bar Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches C mm mm 2 2.375 170 50 60.3 2½ 2.875 260 65 73.0 76.1 mm 3.000 260 76.1 3 3.500 440 80 88.9 4 4.500 820 100 114.3 108mm 108mm 820 5 5.563 1200 125 141.3 133mm 133mm 1200 139.7 mm 5.500 1200 139.7 6 6.625 1800 150 168.3 159 mm 159 mm 1800 165.1 mm 6.500 1800 165.1 8 8.625 3400 200 219.1 10 10.750 5800 250 273.0 12 12.750 9000 300 323.9 Valve Size Full Open - Actual Nominal Outside Size Diameter Flow Coefficient inches inches mm mm 2 2.375 147 50 60.3 2½ 2.875 225 65 73.0 76.1 mm 3.000 225 76.1 3 3.500 380 80 88.9 4 4.500 710 100 114.3 108mm 108mm 710 5 5.563 1040 125 141.3 133mm 133mm 1040 139.7 mm 5.500 1040 139.7 6 6.625 1560 150 168.3 159 mm 159 mm 1560 165.1 mm 6.500 1560 165.1 8 8.625 2940 200 219.1 10 10.750 5020 250 273.0 12 12.750 7790 10.81 5662 Rev F Updated 11/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com . 5 X. A victaulic.com I Butterfly Valve I Series 705 I Publication 10.81 Switch and Wiring: The supervisory switch contains two single pole, double throw, pre-wired switches. Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC Switches supervise the valve in the 'OPEN" position. One switch has two #18 insulated wires per terminal, which, permit complete supervision of leads (refer to diagrams and notes below). The second switch has-one #18 insulated wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indicating light and an audible alarm, in the area that the valve is installed. A #14 insulated ground lead (green) is provided. Switch #1 = Si For connection to the supervisory circuit of a UL Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction Si Normally Closed: (2) Blue Common: (2) Yellow Normally Closed: Blue with Orange Stripe S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe FOE ALMM voeuo.or.seeRzssro os000uacurce SUPENSORY crcun co,n.vueJjj f1QAAT125MD ; soLvveosouncv Swum :2Indspc,Iem,SnM 5*11th a: i Indp.,Ic,mM.E NOTE: The above diagram shows a connection between the common terminal (yellow - Si and yellow-with- orange stripe - S2) and the normally closed terminal (blue - Si and blue-with-orange stripe - S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g. brown with orange stripe). Only Si (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch. per NFPA 70 (NEC). Installation Reference should always be made to the 1-100 Viclaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment at 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 notice and without incurring obligations. Trademarks Victaulic° ma registered trademark of Victaulic Company. 10.81 5662 Rev F updated 11/2014 © 2014 Victaulic company. All rights reserved. vktaulic.cnm 6 '/tuIic ttsv. POTTER Model/Series No. I!ROEMER VALVES 4060-4075 LF/RE PRO. ANGLE HOSE VALVES SERIES Member of Morris Group International'- SPECIFICATIONS ANGLE VALVES FEMALE X MALE - Cast brass valve with red hand wheel, Female N.P.T. inlet x male hose thread outlet. 300 psi DOUBLE FEMALE Cast brass valve with red hand wheel. Female N.P.T. inlet and outlet. 300 psi c®us USTED APPROVED MODEL 4065 (Shown) MODEL SELECTION PRODUCT OPTIONS VALVES lJ 4060 1-1/2" Female x Male Angle Valve 4 FM U 4065 2-1/2" Female x Male Angle Valve 4FM' Li 4065-500 2-1/2" Female x Male Angle Valve 500 psi U 4070 1-1/2" Double Female Angle Valve I FM UJ 4075 2-1/2" Double Female Angle Valve 4 F lo- C] 4075-500 2-1/2" Double Female Angle Valve 500 psi OPTIONAL CAPS & FLANGES Li 4615 1-1/2" Cap w/ Chain Li 4625 2-1/2" Cap w/ Chain Li 4711 1-1/2" Flange 3" O.D. Li 4712 2-1/2" Flange 6-1/4" O.D. FINISHES: Ui -B Polished Brass Li -C Rough Chrome Plated Q -D Polished Chrome Plated THREADS: Li N.S.T. lJ Other_ VARIATIONS: Li Extended Stem Up to 24" Specify Li Rocker Lugs (Cap Models Only) Li -GRV Grooved Inlet (4065 Only) Call Potter Roamer - Fire Pro for current listings and - POTTER ROEMER/FIRE PRO approvals. Dimensions are subject to manufacturer's Potter Roemer- FIRE EQUIPMENT - - MANUFACTURERS' tpIiSA Headquarters: Also in: tolerance end may change without notice. Fire Pro assumes no responsibility (or use of void or - ASSOCIATION P.O. Box 3527 New York (800) 526-4592 superca dad data. @ Copyright Potter Roamer- Fire Pio City of Industry, CA Chicago (800) 547-3473 Member of Morris Group International ' Please visit potterroemer.com for most currant specifications. - - i:i (A\ AS P E 91744 U.S.A. Atlanta (800) 762.0542 Los Angeles Area Miami (866) 961-3473 \N! O 800-366-3473 Dallas (866) 644-3473 40604015 SERIES Date: 10/20/15 NFPA0 626-8554890 www.potferroemer.com B 1031, (Open 9" (Closed Size Closed Open A B C C D E 1-1/2 2-1/4 3-1/2 6-1/2 7-1/2 2-1/2 2 2-1/2 3-1/2 5 9-1/2 11-1/2 3-1/2 2-3/4 ALL DIMENSIONS IN INCHES MODEL 4060-4065 34 L LIJi, MODEL.4065-GRV 1-A I C Female X Female _ LEJ ir ,__Lt3ocIJ_I - A MODEL 4070-4075 Call Potter Roamer - Fire Pro for currant listings and - POTTER ROEMERIFIRE PRO approvals. Dimensions are subject to manufacturers tolerance may without notice. Potter Roamer- and change FIRE EQUIPMENT - - M AN U FACTU N ER S ' LVIVFSA Headquarters: Also in: Fire Pro assumes no responsibility for use of void or - /4JJ\ ASSOCIATION P.O. Box 3527 New York (800) 526-4592 superseded data. ifi Copyright Potter Roamer- Fire Pro. City of Industry, CA Chicago (800) 547-3473 Member of Morris Group International Please visit potterroemer.com for most current specifications. - - ('\ P E • . IM41 U.S.A. Atlanta (800) 762-0542 Los Angeles Area . Miami (86) 961-3473 - 9 91744 \ID W,Ff 800-366-3473 Dallas (866) 644-3473 40604015 SERIES Date: 10/20/15 - 'kroE - NFPAe 626-8554890 wwwpotterroemer•com