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Home My WebLink About1620 FARADAY AVE; ; FPC2019-0158; PermitiI 11.1 1.] i (aity of Carlsbad Print Date: 04/20/2022 Permit No: FPC2019-0158 Job Address: 1620 FARADAY AVE. CARLSBAD, CA 92008-7313 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fixed Extinguishing Syste Parcel #: 2121302300 Track #: Applied: 07/15/2019 Valuation: $1,314,093.54 Lot #: Issued: 08/01/2019 Occupancy Group: Project #: Finaled Close Out: 11/08/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: RQC CORP HEADQUARTERS -NEW CLEAN AGENT FM-200 SYSTEM Applicant: FPContractor: COSCO FIRE PROTECTION INC COSCO FIRE PROTECTION INC HUGO AGUILAR 1075W LAMBERT RD 4990 GREENCRAIG LN BREA, CA 92821-2944 SAN DIEGO, CA 92123-1673 (858) 444-2000 (619) 247-9371 FEE AMOUNT FIRE Hourly Services Each Additional Hour $136.00 FIRE Hourly Services First Hour $159.00 FIRE Special Extinguishing System $586.00 Total Fees: $881.00 Total Payments To Date: $881.00 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 1 I www.carlsbadca.gov San Diego Branch Office .1••S cosco 0 4990 Greencraig Lane ills... San Diego, CA 92123 "S..... .•' I Fire Protection (858) 4442000 fax: 444-2056 CA Lic.: C-16 #577621 www.coscofire.com MATERIAL SUBMITTAL & CALCULATIONS Date: 6-28-19 RQ CONSTRUCTION 1% LLC FM-200 1620 FARADAY AVE CARLSBAD, CA. 92008 JOB # 10.CD_5932 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. 0 0) 00 ccDL() LU U- co >-< It) 0) & Lii LU o i— <L1 N U p U..ci 8 - (0 0-5 U. — Of Submitted by: HUGO A. S Los Angeles • San Francisco • Orange • Fresno • San Diego • Kidde ECS Fire Suppression System Component Description FM-2008Fire Suppression Agent FEATURES Non-Ozone Depleting Safe for Total Flooding of Occupied Spaces Clean - No Residue to Clean Up Non-Damaging to Hazard Contents Fast Acting EXTINGUISHING AGENT FM20O® Agent (1,1,1,2,3,3,3-heptafluoropropane) is a compound of carbon, fluorine and hydrogen (CF3CHFCF3). It is colorless, odorless and electrically non-conductive. It suppresses fire by a combination of chemical and physical mechanisms without affecting the available oxy- gen. This allows personnel to see and breathe, permitting them to leave the fire area safely. FM-200 Agent has acceptable toxicity for use in occupied spaces when used as specified in the United States Environ- mental Protection Agency (EPA) Significant New Alternative Policy (SNAP) program rules. Although FM2000 Agent is considered non- toxic to humans in concentrations necessary to extinguish most fires, certain safety considerations should be observed when applying and handling the agent. The discharge of FM-2000 Agent may create a haz- ard to personnel from the undecomposed agent itself and from the decomposition products which result when the agent is exposed to fire and other hot surfaces. Exposure to the agent is generally of less con- cern than is exposure to the decomposition products. Unnecessary exposure to the agent or the decomposition products should be avoided. TOXICITY In tests, the acute toxicity of FM2000 Agent was shown to be equiva- lent to that of Halon 1301. FM-2000 Agent has been evaluated for car- diac sensitization through test protocols approved by the US EPA. The EPA's SNAP Program classifies FM2000 Agent as acceptable for use as a total flooding agent in occupied spaces. Refer to the SNAP pro- gram rules for more information. CLEANLINESS FM-2000 Agent is clean, leaves no residue, thereby eliminating costly after-fire clean-up, and keeping expensive "down-time' to a minimum. Most materials such as steel, stainless steel, aluminum, brass, and other metals as well as plastics ,rubber and electronic components are unaffected by exposure to FM-200 Agent. APPROVALS FM-2008 Agent complies with the NFPA Standard 2001: Standard for Clean Agent Fire Extinguishing Systems, EPA SNAP Program (Signifi- cant New Alternate Policy), Underwriters Laboratories, Inc. (UL) and Factory Mutual Research Corporation (FMRC). USE FM2000 Agent is used in total flooding fire suppression systems. It is stored in steel containers, and is super-pressurized with nitrogen to aid in expelling the agent. The discharge time is 10 seconds or less. The maximum fill density of the agent storage is 70 lb./ft.. V7 Ki dde Fire Systems Effective: June 2014 K-90-1900 Rev BA Active Fire Suppression Agent UI. Component Recognized FM Approved RoHS Complaint Table 1: FM-200® Physical Properties Chemical Formula CF3CHFCF3 Molecular Weight 170.03 Freezing Point -204F (-131C) Boiling Point at 1 Alm 2.6F (-16.4C) Critical Temperature 215.1F (I 01.7C) Critical Density 38.76 lb/ft3 (621 kg/m3) Critical Pressure 422 PSIA (29.0 bar absolute) Critical Volume 0.0258 cu ft/lb (1.61 Ukf) Ozone Depletion Potenial 0 Table 2: FM-200 Fire Protection Properties Cup Burner Concentration (n-Heptane) 6.70% v/v Use Concentration for n-Heptane 8.00% v/v Use Concentration for Acetone 8.30% v/v Use Concentration for Isopropanol 9.00% v/v Use Concentration for Toluene 7.00% v/v Use Concentration for Class A (Surface Fires) * 6.25% v/v * Note: Automatic Only per NFPA 2001 Table 3: FM-200® Toxicity Properties NOAEL (No Observable Adverse Effect Level) 9.0% LOAEL (Lowest Observable Adverse Effect Level) COMPATIBILITY F Series or Use With Kidde ECS HFC-227ea X Kidde ECS Advanced Delivery FM200® X S This literature is provided for informational purposes only. KIDDE- FENWAL, INC. assumes no responsibility forthe product's suitability for a particular application. The product must be properly applied to work correctiy.If you need more information on this product, or if you have a particular problem or question, contact KIDDE-FENWAL, Inc. ©2014 Kidde-Fenwal, Inc. FM-200 is a registered trademark of El. du Pont de Nemours and Company. Kidde is a registered trademark of Kidde-Fenwal Inc. All other trademarks are the property of their respective owners. Kidde Fire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com S Part Number Cylinder Size Dimensions (inches) A B C 90-100010-001 10 1b. 7.07 13.34 17.30 90-100020-001 20 1b. 7.07 21.01 24.97 90-100040-001 40 lb. 9.00 22.80 26.76 90-100070-001 70 lb. 9.00 34.87 38.83 MATERIALS Valve Body Brass Cylinder: Steel, Painted Red COMPATIBILITY Series I ForUse I I I With Kidde ECS HFC-227ea X S Kidde ECS Fire Suppression System Component Description .Cylinder and Valve Assemblies 10 lb. (4.5 kg) to 70 lb. (31.7 kg) Capacity, Vertical Mount Only flu.]. an 4AAAAVA A14 fKidde Fire Systems Effective: June 2014 K-90-2010 Rev BA FEATURES For Use with UL Listed, ULC Listed and FM Approved Systems • RoHS Complaint See Kidde USCG Approved Manual for USCG Approval ORDERING INFORMATION Notes: The safety cap must be installed on the valve outlet at all times, except when the cylinders are connected to the system piping, or being filled. The safety cap must not be removed from its chain. See K-90-2070 for additional information. Cylinders are vertical mount only. This literature is provided for informational purposes only. KIDDE- •FENWAL, INC. assumes no responsibility forthe product's suitability for a particular application. The product must be properly applied to work correcUy.If you need more information on this product, or if you have a particular problem or question, contact KIDDE-FENWAL, Inc. 02014 Kidde-Fenwal, Inc. Kidde is a registered trademark of Kidde-Fenwal Inc. All other trademarks are the property of their respective owners. Kidde Fire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com Component Description Kdde Fire Systems Effective: January 2018 Cylinder Mounting Straps Data Sheet K-85-0502 Rev M FEATURES UL Listed, ULC Listed, and FM Approved for use with systems listed in the Table, 'COMPATIBILITY," on page 2. Steel straps and brackets are used to mount the cylinders in a vertical position. Cylinder straps (PIN WK-283945-000, WK-283934-000, 06-235317-001, WK-281866-000, WK-294651-000, 06-236125-001 and 30710193) are available for all size cylinders. (hole size) N:! I [$1 D Part Number Cylinder Size Cylinder O.D. Dimension A Dimension B Dimension C Dimension D Dimension E Dimension F WK-283945-000 10 lb., 7.07 in. 6.48 in. 9.62 in. 8.62 in. 1 in. 2.78 in. 0.437 in. 20 lb. (180 mm) (165 mm) (224 mm) (219 mm) (251mm) (71 mm) (11 mm) WK-283934-000 40 lb., 9in. 8.16 in. 11.69 in. 10.69 in. 1 in. 3.50 in. 0.437 in. 70 lb. (229 mm) (207 mm) (297 mm) (272 mm) (25 mm) (89 mm) (11 mm) 06-235317-001 125 lb., 12.75 in. 12.93 in. 16.18 in. 14.56 in. 1.75 in. 5.59 in. 0.625 in. 200 lb. (324 mm) (329 mm) (411 mm) (370 mm) (44 mm) (142 mm) (16 mm) WK-281866-000 350 lb. 16 in. 15.50 in. 19.50 in. 17.88 in. 1.75 in. 6.06 in. 0.625 in. (406 mm) (394 mm) (495 mm) (454 mm) (44 mm) (154 mm) (16 mm) WK-294651-000 600 lb. 22 in. 21.56 in. 25.75 in. 24.12 in. 1.75 in. 10.25 in. 0.625 in. (559 mm) (548 mm) (654 mm) (613 mm) (44 mm) (260 mm) (16 mm) 06-236125-001 900 lb. 24 in. 23.75 in. 27.75 in. 26 in. 1.75 in. 12.13 in. 0.625 in. (610 mm) (603 mm) (705 mm) (660 mm) (44 mm) (308 mm) (16 mm) 30710193 1100 lb 30 in 30-1/8 in (765 34-1/4 in (870 32-1/4 in (819 1-1/2 in (38 15 in 7/16 in (11 (762 mm) mm) mm) mm) mm) (381 mm) mm) S S 0 MATERIALS Steel, Painted Black SAE 1020 0 COMPATIBILITY Series DIOM P/N Kidde ECS 500 psi with FK-5-1-12 Agent 06-237585-001 Kidde ECS with 3MTM NOVeCTM 1230 Fire Protection Fluid 06-236553-001 Kidde Marine with 3MTM NovecTM 1230 Fire Protection Fluid 06-236559-001 Kidde ECS with HFC-227ea Agent 06-236115-001 Kidde Modular ECS with HFC-227ea Agent 06-236116-001 Kidde ECS Marine with HFC-227ea Agent 06-236225-001 Kidde ADS Marine with FM-200TM Agent 06-236595-001 Kidde ADS with FM-200TM Agent 06-236068-001 Cylinder Size Agent Series 10, 20 lb 40, 70 lb 125 lb 200/ 350/ 600/ 900/ 1100 lb 225* lb 395* lb 675* lb 1010*lb FK-5-1-12 ECS 500 X x x x x x x x psi NOVeCTM ECS X X X X X X X 1230 ADS X X X X ECS X X X X X X X HFC-227ea ECS X X X X X X Modular ADS X X X X * 225, 395, 675, and 1010 lb cylinders are only applicable to Kidde ADS with HFC-227ea systems. EXPORT INFORMATION (USA) Jurisdiction: EAR Classification: EAR99 This document contains technical data subject to the EAR. All trademarks are the property of their respective owners. This literature is provided for informational purposes only. KIDDE-FENWAL, INC. believes this data to be accurate, but it is published and presented without any guarantee or warranty whatsoever. KIDDE-FENWAL, INC. assumes no responsibility for the product's suitability fore particular application. The fire suppression system design, installation, maintenance, service and troubleshooting must be performed by trained, authorized Kidde Fire Systems distributors for the product to work correctly. If you need more information on this product, or if you have a particular problem or question, contact: KIDDE-FENWAL, INC., Ashland, MA 01721 USA, Telephone: (508) 881-2000. "or Kidde Fire Systems S S K-85-0502 Rev M 02018 Kidde-Fenwal, Inc. fclaae I-ire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com Component Description fr"Kdde Fire Systems Valve Outlet Adapters Data Sheet Effective: January 2018 S K-45-0518 Rev AA FEATURES UL Listed, ULC Listed, and FM Approved for use with the systems listed in the Table , "COMPATIBILITY," on page 2 P/N: WK-28390X-000 B ZI (VALVE OUTLET CONNECTION) D 1 P/4, 1 - A (SYSTEM PIPE CONNECTION) Note: For direct connection of cylinder valve to distribution piping. Part Number Size A B C D WK-283904-000 1-1/2 in. 1-1/2 in. (38 mm) 1-7/8 in. 2-11/16 in. 2-1/2 in. (38 mm) 11-1/2 NPT 12 UNJ (68 mm) (64 mm) Hex WK-238905-000 2 in. 2 in. (51 mm) 2-1/2 in. (64 mm) 3-1/8 in. 3 in. (51 mm) 11-1/2 NPT 12 UNJ (79 mm) (76 mm) Hex MATERIALS Brass S 0 COMPATIBILITY S Series DIOM P/N Kidde ECS 500 psi with FK-5-1-12 Agent 06-237585-001 Kidde ECS with 3MTM NoveCTM 1230 Fire Protection Fluid 06-236553-001 Kidde ADS with 3MTM NovecTM 1230 Fire Protection Fluid 06-237256-001 Kidde Marine with 3MTM NoveCTM 1230 Fire Protection Fluid 06-236559-001 Kidde ADS Marine with 3MTM NovecTM 1230 Fire Protection Fluid 06-237257-001 Kidde ECS with HFC-227ea Agent 06-236115-001 Kidde Modular ECS with HFC-227ea Agent 06-236116-001 Kidde ECS Marine with HFC-227ea Agent 06-236225-001 Kidde ADS Marine with HFC-227ea Agent 06-236595-001 Kidde ADS with HFC-227ea Agent 06-236068-001 Kidde FE-131M Engineered Suppression System 06-236169-002 Kidde FE-i 3TM Modular Engineered Suppression System 06-236193-001 Kidde 3MTMNovecTM 1230 (for UTC India Specifications) 06-237127-600 Kidde ECS with FM-2001M (for UTC India Specifications) 06-237298-001 S S EXPORT INFORMATION (USA) Jurisdiction: EAR Classification: EAR99 This document contains technical data subject to the EAR. All trademarks are the property of their respective owners. This literature is provided for informational purposes only. KIDDE-FENWAL, INC. believes this data to be accurate, but it is published and presented without any guarantee or warranty whatsoever. KIDDE-FENWAL, INC. assumes no responsibility for the product's suitability for a particular application. The fire suppression system design, installation, maintenance, service and troubleshooting must be performed by trained, authorized Kidde Fire Systems distributors for the product to work correctly. If you need more information on this product, or if you have a particular problem or question, contact: KIDDE-FENWAL, INC., Ashland, MA 01721 USA, Telephone: (508) 881-2000. ' Kidde Fire Systems K-45-0518 Rev AA 02018 Kidde-Fenwal, Inc. Icic1ae I-ire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com Component Description Electric Control Head Kit with Control Head Monitor Data Sheet pl'~Xidde Fire Systems Effective: January 2018 K-85-3001 Rev AB FEATURES UL Listed, ULC Listed, and FM Approved for use with systems listed below in the Table, "COMPATIBILITY", on page 2. P/N: 85-890181-000 ORDER INFORMATION Part Number Description 85-890181-000 Kit, Includes: Electrical Control Head, 24 VDC, P/N WK-890181-000 Control Head Monitor, P/N 85-100000-100 (for more information, see data sheet K-85-3000) CONNECTION FOR FLEXIBLE ELECTRIC CONDUIT- 3/4" NPT FEMALE - LOCKING PIN SEAL WIRE I ELECTRIC CONTROL HEAD LOCAL MANUAL voM RELEASE LEVER 6.18" (157mm) SWIVEL NUT INDICATOR AND TIRES 1-1/4-18 NF-3 THREAD RESET STEM 1.50"(38mm)HEX SET RELEASED I Or 4.00" (102mm) Figure 1. Electric Control Head MATERIAL Body: Brass SPECIFICATIONS Voltage: 24 VDC Current: 2.OA 1 S Figure 2. Electric Control Head and Control Head Monitor COMPATIBILITY Series DIOM P/N Supplement P/N Kidde ECS 500 psi with FK-5-1-12 Agent 06-237585-001 N/A Kidde ECS with 3MTM NovecTm 1230 Fire Protection Fluid 06-236553-001 N/A Kidde ADS with 3MTM NovecTM 1230 Fire Protection Fluid 06-237256-001 N/A Kidde ECS with HFC-227ea Agent 06-236115-001 06-236115-003 Kidde Modular ECS with HFC-227ea Agent 06-236116-001 06-236116-002 Kidde ADS with HFC-227ea Agent 06-236068-001 06-236068-003 Kidde FE-13 Engineered Suppression System 06-236169-002 06-236169-003 Kidde FE-13 Modular Engineered Suppression System 06-236193-001 06-236193-002 Kidde WmNoveCTM 1230 (for UTC India Specifications) 06-237127-600 06-237127-601 Kidde ECS with FM-2001M (for UTC India Specifications) 06-237298-001 06-237298-002 Note: Agency listings also apply to the Fenwal Engineered Fire Suppression Systems, when the Control Head Monitor is used on these legacy product lines. EXPORT INFORMATION (USA) Jurisdiction: EAR Classification: EAR99 This document contains technical data subject to the EAR. All trademarks are the property of their respective owners. This literature is provided for informational purposes only. KIDDE-FENWAL, INC. believes this data to be accurate, but it is published and presented without any guarantee or warranty whatsoever. KIDDE-FENWAL, INC. assumes no responsibility for the product's suitability for a particular application. The fire suppression system design, installation, maintenance, service and troubleshooting must be performed by trained, authorized Kidde Fire Systems distributors for the product to work correctly. If you need more information on this product, or if you have a particular problem or question, contact: KIDDE-FENWAL, INC., Ashland, MA 01721 USA, Telephone: (508) 881-2000. Kidde Fire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508881.8920 www.kiddefiresystems.com S "2Kidde or Fire Systems K-85-3001 Rev AB 02018 Kidde-Fenwal, Inc. Kidde ECS Fire Suppression System Component Description W Kidde Fire Systems Effective: June 2014 Supervisory Pressure Switch, K-90-9047 Rev BA 1-1/2", 2", and 3" Valve, P/N: 06-118262-001 FEATURES Both Normally Open and Normally Closed Configuration • UL Listed and FM Approved with One Unit • CRUUS Recognized Component (US and Canada) Suitable for 10 lb. Through 900 lb. Kidde ECS Systems DESCRIPTION The Kidde ECS System cylinder supervisory pressure switch is intended to detect a fall in pressure in the agent cylinder. The cylinder supervisory pressure switch can be wired for either normally open or normally closed opera- tion, depending on installation requirements. This cylin- der supervisory pressure switch can be installed on Kidde Engineered System cylinders, 10 lb. through 900 lb. size. For 3" valves manufactured prior to May 1, 2013 use Supervisory Pressure Switch P/N: 06-118263-001. OPERATION When the pressure in the agent container drops from the standard charge pressure of 360 psi (25 bar) to below 288 psi (19.86 bar) the switch operates. If wired in the NC (open-under-pressure) configuration the resulting pres- sure drop will cause the contacts to close. When con- nected to a monitored circuit of a suppression control panel the switching will result in an alarm or trouble con- dition. Note: If the temperature of the cylinder contents drop close to a temperature of 32°F (0°C) or less the pressure in the cylinder will be equal to or less than 288 psi (19.86 bar) and the switch will oper- ate. However the minimum operating tempera- ture of the system is 32°F (0°C). INSTALLATION The supervisory pressure switch can be installed on a fully charged cylinder, without loss of pressure, provided the unit is handled with care and only by trained service personnel. Remove the protective cap from the pressure connection. Do not apply thread compound to the threads. Install the switch with an 1-1/16" open-ended wrench while holding the pressure connection with a 7/ 16" open-end wrench. Tighten hand-tight, plus one-quar- ter turn. Leak check using a leak detector or bubbling solution. Secure switch body with wrench when connect- ing electrical conduit. Isolate the assembly from shock, vibration and areas subject to wide-ranging or rapid tem- perature fluctuations. Disconnect all supply circuits before wiring the supervisory switch. This literature is provided for informational purposes only. KIDDE- FENWAL, INC. assumes no responsibility forthe product's suitability for a particular application. The product must be properly applied to work correctly.If you need more information on this product, or if you have a particular problem or question, contact KIDDE-FENWAL Inc. ©2014 Kidde-Fenwal, Inc. Series For Use With Kidde ECS HFC-227ea X Kidde ECS Advanced Delivery FM-2000 X FM-200 is registered trademark of El. du Pont de Nemours and Company. Kidde is a registered trademark of Kidde-Fenwal Inc. All other trademarks are the property of their respective owners. Kidde Fire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com S ORDERING INFORMATION The cylinder supervisory pressure switch offers com- bined normally opened and normally closed functionally. The part number for ordering the cylinder supervisory pressure switch is 06-118262-001. SPECIFICATIONS Setting: 288 psi (19.86 bar) on falling pressure Electrical rating: 5 Amps, 250 Vac Wire color coding: Blue = Normally Open Black = Normally Closed Violet = Common Operating temperature range: 32 to 130°F (0 to 54°C) Pressure connection: 0.25" SAE 45° flare female with valve core deflector Wetted materials: EPR, Brass Copper Lead length: 36 in. +1- 2 in. (914 mm +1- 50 mm) COMPATIBILITY ..ABEL DETAIL) fl Kidde ECSTM Fire Suppression System K i d de Component Description V Fire Systems 180 Degree Pendant Nozzle Effective: March 2018 K-90-2150 Rev BB FEATURES For Use with UL Listed, ULC Listed & FMRC Approved Systems RoHS Compliant P/N: 90-19401 X-XXX fKidde DATE Fire Systems PART NUMBER LABEL DETAIL Pipe Size A B C D 1/2" (12.20 mm) 1.25" (31.75 mm) 1.250" (31.75 mm) 1.687" (42.84 mm) 2.000"(50.80 mm) 3/4" (19.05 mm) 1.50" (38.10 mm) 1.375" (34.92 mm) 1.950" (48.89 mm) 2.296"(58.31 mm) (25.40 mm) 1.75" (44.45 mm) 1.562" (39.67 mm) 2.218" (56.33 mm) 2.671" (67.84 mm) IW(31.75 mm) 2.25" (57.15 mm) 1.750" (44.45 mm) 2.656" (67.46 mm) 3.250"(82.55 mm) 11/2" (38.10 mm) 2.50" (63.50 mm) 1.950" (48.89 mm) 2.950" (74.93 mm) 3.625"(92.07 mm) (50.80 mm) 3.00" (76.2 mm) 1.968" (49.98 mm) 2.875" (73.02 mm) 3.656" (92.86 mm) Note: A selection of orifices are available for each nozzle size. Consult your Kidde Design and Installation Manual for details. COMPATIBILITY S Series For Use With Kidde ECS HFC-227ea X This literature is provided for informational purposes only. KIDDE-FENWAL, INC. believes this data to be accurate, but it is published and presented without any guarantee or warranty whatsoever. KIDDE-FENWAL, INC. assumes no responsibility for the product's suitability for a particular application. The fire suppression system design, installation, maintenance, service and troubleshooting must be performed by trained, authorized Kidde Fire Systems distributors for the product to work correctly. If you need more information on this product, or if you have a particular problem or question, contact KIDDE-FENWAL, INC., Ashland, MA 01721 USA. Telephone: (508) 881-2000. EXPORT INFORMATION (USA) Jurisdiction: EAR Classification: EAR99 This document contains technical data subject to the EAR. All trademarks are the property of their respective owners. 02018 Kidde-Fenwal, Inc. Kidde Fire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com Component Description Pressure Operated Switch Data Sheet 9nr Kidde Fire Systems Effective: January 2018 K-85-0524 Rev AA FRONT VIEW COVER REMOVED SWITCH 3 COVEI SIDE SECTION BOX 3 EACH SIDE 1/2" CONDUIT KNOCKOUTS PT FEMALE, NECT TO SYSTEM PIPING FEATURES UL Listed, ULC Listed, and FM Approved for use with the systems listed in the Table, "COMPATIBILITY," on page 2. P/N: 81-486536-000 4 WIRING SCREW TERMINALS STEM SHOWN IN SET POSITION. PULL UP ON STEM TO MANUALLY OPERATE SWITCH _1 1 0.375" 8 COVER SCREWS TO RESET PUSH STEM TO SET POSITION 15 AMP 125 VAC 10 AMP 250 VAC 3/4 HP 1-2-3 PH 125-480 VAC LI-li 1/2" SUPPLY PIPE WITH UNION FRONT VIEW S OPERATED SET NC NC NC _ _FL NO NO J_ NO PRESSURE INLET WIRING DIAGRAM Notes: The switch may be mounted in any position, however, the preferred installation is upright, as shown. Any load connection to the switch must not exceed the switch rating, and shall utilize a suitable protection device (i.e., circuit breaker, fuse) Contact Ratings (3 PDT) - 15 Amp @125Vac - 10Amp@250Vac - 3/4 HP@250Vac - 1,2,or3Phase 1 S COMPATIBILITY S Series DIOM P/N Kidde ECS 500 psi with FK-5-1-12 Agent 06-237585-001 Kidde ECS with 3MTM NovecTM 1230 Fire Protection Fluid 06-236553-001 Kidde ADS with 3MTM NovecTM 1230 Fire Protection Fluid 06-237256-001 Kidde Marine with 3MTM NoveclM 1230 Fire Protection Fluid 06-236559-001 Kidde ADS Marine with 3MTM NovecTM 1230 Fire Protection Fluid 06-237257-001 Kidde ECS with HFC-227ea Agent 06-236115-001 Kidde Modular ECS with HFC-227ea Agent 06-236116-001 Kidde ECS Marine with HFC-227ea Agent 06-236225-001 Kidde ADS Marine with HFC-227ea Agent 06-236595-001 Kidde ADS with HFC-227ea Agent 06-236068-001 Kidde High Pressure CO2 81-CO2MAN-001 Kidde Fire Systems Marine Carbon Dioxide Version 2.4 DIOM 220610 Kidde 3MTMNovecTM 1230 (for UTC India Specifications) 06-237127-600 Kidde ECS with FM-2001M (for UTC India Specifications) 06-237298-001 S S EXPORT INFORMATION (USA) Jurisdiction: EAR Classification: EAR99 This document contains technical data subject to the EAR. All trademarks are the property of their respective owners. This literature is provided for informational purposes only. KIDDE-FENWAL, INC. believes this data to be accurate, but it is published and presented without any guarantee or warranty whatsoever. KIDDE-FENWAL, INC. assumes no responsibility for the product's suitability for a particular application. The fire suppression system design, installation, maintenance, service and troubleshooting must be performed by trained, authorized Kidde Fire Systems distributors for the product to work correctly. If you need more information on this product, or if you have a particular problem or question, contact: KIDDE-FENWAL, INC., Ashland, MA 01721 USA, Telephone: (508) 881-2000. -)• if. • 1 9 Kidde Fire Systems goF Mime Fire Systems K-85-0524 Rev M ©2018 Kidde-Fenwal, Inc. 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com Kidde ECS Fire Suppression System Component Description Warning Nameplate (FM-200 Ki dde Fire Systems Effective: June 2014 K-90-9030 Rev BA FEATURES For Use with UL Listed, ULC Listed and FM Approved Systems • RoHS Compliant See Kiddeth Manual 06-236225-001 for USCG Approval P/N: 06-231865-739 10.000 0.063 0.340 - 9.360 [0.340 WARNING THIS AREA IS PROTECTED BY A 0.062 FM-200® EXTINGUISHING 5.000 4.360 SYSTEM. DO NOT ENTER WITHOUT AUTHORIZATION DURING OR AFTER DISCHARGE 0.281 .005 DIA. TYP. 4 HOLES MATERIALS Aluminum Type 1100—H14,0.032 ± 0.003 Thick. All Let- ters to be 48 pt., Alternate Gothic #2, Etched 0.003 to 0.005 and Filled in With Red Chip Proof Enamel Color No. 21105 per Fed. Stc. 595 Finish: One Coat Clear Lacquer Both Sides COMPATIBILITY Series For Use With Kidde ECS HFC-227ea X Kidde ECS Advanced Delivery FM2000 X This literature is provided for informational purposes only. KIDDE- FENWAL, INC. assumes no responsibility forthe product's suitability for a particular application. The product must be properly applied to work correctly.If you need more information on this product, or if you have a particular problem or question, contact KIDDE-FENWAL, Inc. ©2014 Kidde-Fenwal, Inc. FM-200 is a registered trademark of E.I. du Pont de Nemours and Company. Kidde is a registered trademark of Kidde-Fenwal Inc. All other trademarks are the property of their respective owners. Kidde Fire Systems 400 Main Street Ashland, MA 01721 Ph: 508.881.2000 Fax: 508.881.8920 www.kiddefiresystems.com S Component Description # K i d d e Fire Systems Warning Nameplate Effective: March 2017 Designed for use with Clean Agent Systems K-85-9000 Rev AA FEATURES Approved for use with Clean Agent Systems PIN: WK-218270-000 The Warning Nameplate is mounted inside the protected hazard. It applies to extinguishing agents such as: FM-2000 (HFC-227ea) Agent 3MTM NovecTM 1230 Fire Protection Fluid Inert Gas Agents 9.00 S ------- WHEN ALARM SOUNDS I VACATE AT ONCE I 5.00 FIRE EXTINGUISHING I AGENT BEING RELEASED 0.34 \-0 034 .28 THRU TYP - 4 HOLES Material: Aluminum Type 1100-H13, 0.032 thick Note: All characters to be 75 pt. Alternate Gothic #2, all letters to be recessed 0.003 to 0.005 and painted with red chip proof enamel Color: No. 21105 per Fed. Std. 595 Approximate Weight: 3 oz. Finish: One coat clear lacquer both sides All trademarks are the property of their respective owners. Ihis literature is provided for informational purposes only. KIDDE-FENWAL, INC. believes this data to be [1 ccurate, but it is published and presented without any guarantee or warranty whatsoever. KIDDE-FENWAL, NC. assumes no responsibility for the product's suitability for a particular application. The product must be roperly applied to work correctly. If you need more information on this product, or if you have a particular robIem or question, contact KIDDE-FENWAL, INC., Ashland, MA 01721 USA. Telephone: (508) 881-2000 02017 Kidde-Fenwal, Inc. This document does not contain any export controlled technical data. Kidde Fire Systems 400 Main Street Ashland, MAO 1721 USA Ph: 508.881.2000 Fax: 508.881.8920 v.ww.kiddetiresysfems.com S Wheatland Tube 700 South Dock Street Sharon, PA 16146 '- P 800.257.8182 I F 724.346.7260 I info@wheatland.com I wheatland.com t eaD€O Tube JMC STEEL GROUP FM Approved and Fully Listed Sprinkler Pipe Wheatland's A53 Schedule 40 steel fire sprinkler pipe is UL Listed and FM Approved, sizes 1 through 6 NPS, for use in fire sprinkler pipe applications, and is suitable for welding, threading and grooving. Approvals and Specifications The product meets or exceeds the following standards: ASTM A53, Type F, Grade A, 1-4' ASTM A53, Type E, Grade B, 2-8' ASME B36.10M Federal Specification WW-P-404 Manufacturing Protocols The weld seam of Wheatland's A53 ERW Grade B is heat- treated after welding to 1,400 F, we slowly cool the steel in order to toughen it and reduce it's brittleness. Our products are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Wheatland's SureThread'° standard steel pipe is hot-formed and heated during tube formation, not just the edges, as the coiled steel reaches 2,450° F, rollers bend the steel into a cylindrical shape and the pressure and heat fuse the edges together. There are no flash forms in this process, allowing for a continuous weld. It all adds up to an extremely strong, yet easily machinable pipe. Our 1-4' SureThread product is a full-bodied annealed product. Finishes and Coatings The average weight of zinc coating shall not be less than 1.8 ounces per square foot of surface (inside and outside). When galvanized pipe is bent or otherwise fabricated to a degree that causes zinc coating to stretch or compress beyond the limit of elasticity, some flaking of the coating may occur. Wheatland's MIC SHIELD'° coating, when initially applied to the inner wall of the pipe, acts as a sanitizing agent to clean the contact surface. MIC SHIELD coating thereafter adheres WEIGHTS AND DIMENSIONS CHART NOM. OD NOMINAL WT./FT. WT./LBS. NPS INCHES WALL H2O FILLED FT. 1 [ 1.315 .133 2.052 :I 2.17 11/4 1.660 .140 2.919 2.27 11/2 1.990 .145 3.601 1 2.72 2 2.375 . .154 5.109 3.66 21/2 2.875 .203 7.871 5.80 3 3.500 .216 10.783 7.58 41 4.500 .237 16.311 10.88 5 5.563 .258 23.262 14.63 6 6.625 .280 [ -.31.498 18.99 8.625 .322 50.210 28.58 8" Schedule 40 Is not UL or FM Approved. @ C& APPROVED to the pipe wall, serving as a protective coating that guards against contamination by impeding the attachment of microbes to the pipe wall. This limits the opportunities for corrosion from microbiological organisms in the water supply, when the sprinkler pipe is initially installed. The integrity of this protection and its benefits can be preserved through a combination of additional and routine treatment options outlined in NFPA 13. MIC SHIELD coating is available for Wheatland black steel pipe, sizes 1-6" and 8" upon request. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: General Dimensions In Inches These dimen- sions apply to both straight and reducing fittings. S SECTION 2 Extra Heavy Malleable Pipe Fittings Class 300 - (A.A.R.) Ward Class 300 Malleable Iron Fittings are designed to handle higher pressures and more rugged service than our Class 150 fittings. Like all of Ward's fittings, Class 300 fittings are made with the most sophisticated metallurgical and processing controls available. Ward's quality assurance program ensures that the iron is made with high quality raw materials and processed according to rigorous standards. Iron samples are continuously analyzed to ensure that a close grained, high strength, non-porous iron is produced. Ward starts with high quality iron, then accurately machines threads that comply with the precise standards developed by the American Society of Mechanical Engineers (ASME) and published as an American National Standard. The threads have an accurate form, thread length and straightness to allow them to easily engage thread pipe. In addition, Ward fittings have a chamfered opening to allow faster and easier pipe engagement. This feature also protects the fitting threads from damage during handling. Table A Pressure-Temperature Ratings SIZES NPS 0.D.of Bands Thread Length (mm) 1/4 0.93 0.43 3/8 1.12 1 0.48 1/2 1.34 . 0.56 3/4 1.62 0.62 1 1.93 0.75 1 1/4 2.37 0.84 11/2 2.68 0.87 2 3.28 1.00 3 4.62 1.93 Temp. F PSI Size 1/4-1 Size 11/4-2 Size 21/2-3 -2010150 2000 1500 1000 200 1785 1350 910 250 1575 1200 825 300 1360 1050 735 350 1150 900 650 400 935 750 560 450 725 600 475 500 1 510 450 385 550 1 300 300 1 300 17 MALLEABLE _IRON _90°STRAIGHT ELL CLASS 300 NPS to Center End A Outside :: B (mm) Length of Threads C (mm) Take Out A - T. B 3/4 1.44 : 0.64 0.89 1 1.63 1.63 0.94 11/4 1.94 2.39 0.84 1.23 11/2 2.13 2.68 0.87 1.40 2 2.50 3.28 1 1.00 1.74 21/2 _2.94 3.86 1.17 1.80 3 3.38 4.62 1.23 2.18 4 - - - - MALLEABLE IRON _REDUCING 90° ELI CLASS 300 NPS Center to End A Center to End B - ' Band . , min, Band Length of Threads E (mm) Length of Threads F (mm) , (min) Take Out Take Out _ T: E 3/8 x 1/4 - - - - - 1/2x3/8 1.19 1.19 1.34 1.12 0.57 0.47 _LL _2.78 3/4x1/2 1.31 1.38 1.63 1.34 0.64 0.57 0.76 0.84 1 x3/4 1.50 1.56 1.95 1.63 0.75 0.64 0.81 1.01 lx 1/2 - - - - - - 11/4x1 - - - - - - - - 1 1/4 x 3/4 - - - - - 11/2 x 11/4 - 11/2x1 - - - - - - 2x1 1/2 - - - - - - 2x11/4 - - - - - - - - I MALLEABLE IRON 900 STREET ELI CLASS 300 S S Center Center Outside Port Dia. Length of Length of Take Out Take Out NPS to End to Male Dia. of Male Internal External Male Female A B Band End Threads Threads End End C (mm) D (max) E (mm) F (mm) 1/4 0.94 1.44 0.93 0.26 0.43 0.40 1.03 1 0.53 3/8 1.06 1.63 1.12 0.36 0.47 0.41 1.22 1 0.65 1/2 1.25 2.00 1.34 0.49 0.57 0.53 1.46 0.71 3/4 1.44 2.19 1.63 0.67 0.64 0.55 1.64 0.89 1 1.63 0.25 1.95 0.88 0.75 0.68 0.42 0.94 1 1/4 1.94 2.88 2.39 1.16 0.84 0.71 2.17 1.23 11/2 2.13 3.13 2.68 1.35 0.87 0.72 2.40 1.40 2 2.50 3.69 3.28 1.75 1.00 0.76 2.93 1.74 iiii - "1 1 S iI S S S MALLEABLE IRON 450 ELI CLASS 300 NPS to Center Outside S C Take End B :: out B(rnin) > 1T11417 3/8 0.88 1.12 0.47 0.47 1 1/4 1.50 2.39 0.84 0.79 11/2 1.69 2.68 0.87 0.96 2 2.00 3.28 1.00 1.24 21/2 - - - - 3 - - - - 4 - - - - MALLEABLE _IRON _45°_ STREET _ELL CLASS 300 I NPS Center Center Outside Dia. of Port Dia. Internal Length of External Length of Take Take End to A End B Band M D(rn:x)Threads Threads Out Out C (mm) E(min) F(min) - - ,o A:\ \ _.!L_ 3/4 MALLEABLE IRON STRAIGHT TEE CLASS 300 Center Outside Dia. of Length of Take NPS to End Band Threads Out A C(rnin) B(min)____ A A 1 k-B-----..I 0.53 0.71 1/4 0.94 0.93 0.43 3/8 1.06 1.12 0.47 0.65 1/2 1.25 1.34 0.57 3/4 1.44 1.63 0.64 0.89 1 1.63 1.95 0.75 0.94 11/4 1 1.94 2.39 1 0.84 1.23 11/2 2.13 2.68 0.87 1.40 2 2.50 3.28 1.00 1.74 21/2 - - - - 3 3.38 4.62 1.23 2.18 4 - - - - 19 D3 '.3 J I D2 MALLEABLE IRON REDUCING TEES 300 _CLASS NPS Center to End A Center to End B Outside Center to En of d C Band D (mm) Outside of Band D2 (mm) Outside of Band D3 (mm) Length of Threads F (mm) Length of Threads E2 (mm) Length of Threads E3 (mm) Take out Take out Take out 3/4 x 3/4 x 1/2 1.31 1.31 1.38 1.63 1.63 1.34 0.64 0.64 0.57 0.76 0.76 0.84 3/4 x 3/4 x 3/8 - - - - - - - - - - - - 3/4 x 3/4 x 1/4 - - - . - - - - - - - - - 3/4 x 1/2 x 3/4 - - - - - - - - - - - - 3/4x1/2x1/2 - - - - - - - - - - - - 1 x x 3/4 1.50 1.50 1.56 1.95 1.95 1.63 0.75 0.75 0.64 081 0.81 1.01 1 x x 1/2 1.44 1.44 1.50 1.95 1.95 1.34 0.75 0.75 0.57 0.75 0.75 0.96 1x1x1/4 - - - - - - - - - - - - 1x3/4x1 - - - - - - - - - - - - 1x3/4x 3/4 - - - - - - - - - - - - 1x1/2x1 - - - - - - - - - - - - 1 1/4x 11/4 xl 1.75 1.75 1.81 2.39 2.39 1.95 0.84 0.84 0.75 1.04 1.04 1.12 1 1/4 x 11/4 x 3/4 1.63 1.63 1.75 2.39 2.39 1.63 0.84 0.84 0.64 0.92 0.92 1.20 11/4x11/4x1/2 - - - - - - - - - - - - 11/4x1x1 - - - - - - - - - - - - 11/2x11/2x11/4 - - - - - - - - - - - - 1 1/2x 1 1/2x 1 1.81 1.81 2.00 2.68 2.68 1.95 0.87 0.87 0.75 1.08 1.08 1.31 1 1/2 x 11/2 x 3/4 1.69 1.69 1.88 2.68 2.68 1.63 0.87 0.87 0.64 0.96 0.96 1.33 1 1/2 x 11/2 x 1/2 1.63 1.63 1.81 2.68 2.68 1.34 0.87 0.87 0.57 0.90 0.90 1.27 2 x 2 x 1 1/2 2.25 2.25 2.38 3.28 3.28 2.68 1.00 1.00 0.87 1.49 1.49 1.65 2x2x11/4 - - - - - - - - - - - - 2 x 2 x 1 2.00 2.00 2.25 3.28 3.28 1.95 1.00 1.00 0.75 1.24 1.24 1.56 2x2x3/4 1.81 1.81 2.13 3.28 3.28 1.63 1.00 1.00 0.64 1.05 1.05 1.58 2x2x1/2 1.75 1.75 2.06 3.28 3.28 1.34 1.00 1.00 0.57 0.99 0.99 1.52 2x11/2x2 - - - - - - - - - - - - 21/2x21/2x2 - - - - - - - - - - - - 21/2x21/2x11/2 - - - - - - - - - - - - 3x3x2 2.81 2.81 3.13 4.62 1 4.62 3.28 1.23 1.23 1.00 1.61 1.61 2.37 S S S 20 S S S MALLEABLEIRON STRAIGHT COUPLING CLASS 300 NPS Length of Outside Dia. of Length of Take Coupling A (mm) Band B(min) Threads C (mm) out Ii (*" / V - 0.28 0.73 1/4 1.37 0.93 0.43 1 2.37 1.95 0.75 050 11/4 2.87 2.39 0.84 11/2 2.87 2.68 0.87 071 2 3.62 3.28 1.00 105 21/2 - - - - 3 - - - -- MALLEABLE IRON REDUCING COUPLING CLASS 300 NPS Length of g Coupling Outside Dia. of Band Small End B(min) Outside Dia. of Large End B2 (min) Length of Threads Small End C(min) Length of Threads Large End C2 (min) Take Out Take Out - - I I aC2 B2 0.44 - 0.64 A 080 3/8 x 1/4 1.44 0.93 1.20 0.43 0.47 0.31 0.32 1/2x3/8 1.69 1.12 1.34 0.47 0.57 0.31 0.44 1/2 x 1/4 1.69 0.93 1.34 0.43 0.57 0.31 3/4 x 1/2 1.75 1.34 1.63 0.57 0.64 0.33 0.34 3/4x3/8 - - - - - - - 3/4 x 1/4 - - - - - - - 1 x 3/4 2.00 1.63 1.95 0.64 0.75 032 0.45 1 x 1/2 2.00 1.34 1.95 0.57 0.75 0.32 0.47 1x3/8 - - - - - - - 1 x 1/4 - - - I - 1 1/4x 1 2.38 1.95 2.39 0.75 0.84 0.48 0.51 1 1/4 x 3/4 2.38 1.63 2.39 0.64 0.84 0.48 064 11/4x1/2 - - - -- x 11/4 2.69 2.39 -- 11/2 2.68 0.84 0.87 0.62 11/2x 1 2.69 1.95 2.68 0.75 0.87 0.62 x 3/4 29 L63 0.66 11/2 268 64 087 062 11/2x1/2 2x 11/2 3.19 2.68 3.28 0.87 1.00 0.84 0.87 2 x 1/4 3.19 2.39 3.28 0.84 1.00 0.84 0.89 2x 1 3.19 1.95 3.28 0.75 1.00 084 0.91 2x 3/4 - - - - - - - 2x1/2 - - - - - - - 21/2x2 - - - - - - - 21/2 x 11/2 - - - - - - - 3x21/2 - - - - - - - 3x2 - - - - - - - 3x11/2 - - - - - - - 40 - - - - - - - 4x2 21 MALLEABLE IRON PIPE CAPS CLASS 300 NPS Overall Dia.of Outside Length of Height Band Threads . B 3/4 1.08 1.63 0.64 1 126 195 075 11/4 138 239 084 11/2 1.43 2.68 0.87 2 1.68 3.28 1.00 1/2 - - - H2 3 - - - MALLEABLE _IRON CROSS CLASS 300 NPS Center to End Outside Dia. of Le ngth of Threads Take A(min) Band B(min) C(min) Out / A A 1/4 - - - - 1/2 1 1.25 1.34 0.57 0.71 3/4 1.44 1.63 0.64 0.89 1 1.63 1.95 0.75 0.94 11/4 1.94 2.39 0.84 1.23 11/2 2.13 2.68 0.87 1 1.40 2 2.50 3.28 1.00 1 1.74 LI S 22 S WARD UNIONS S Rugged-Strong Made of the Best Quality Malleable Iron Extra heavy brass seat ring accurately machined to insure perfect seating under difficult conditions. Suitably Chamfered Rust Resistant Treatment Properly Threaded Continuous, careful inspection during each manufacturing operation. 10 :Sri 5 :.. #4? .___ A rM _,r — — L/ 7L7L - •v_MW No ______, -- ..-- ,v__,'__ a &•.- AVAPAPArlOr .. UP k_ ••• IjL \-. • •/\ ih S Js' AP TYPES AVAILABLE Class 150 Brass-to-Iron Class 250 Brass-to-Iron Class 300 Brass-to-Iron Class 150 All Iron Seat Class 300 All Iron Seat Class 150 Gasket Unions Class 300 Brass-to-Brass Class 150 Di-Electric Unions (Female iron pipe to sweat copper) 23 S S SECTION 3 QUALITY PIPE UNIONS Throughout the entire manufacturing process of WARD unions, special emphasis is placed upon the control and accuracy of each operation. WARD unions are made from closely grained, high tensile iron and are produced under expert laboratory supervision. Modern methods of foundry practice and carefully supervised molding are combined to produce castings that are smooth and clean in every respect and free from imperfection. WARD unions are manufactured in strict accordance with the requirements for threaded pipe unions standard, developed by American Society of Mechanical Engineers (ASME) and published as an American National Standard. Each opening is chamfered permitting easy assembly. WARD unions make up easily and pull tight for a sealed assembly. Continuous and careful inspection by trained employees during and after each operation produces quality products which will give satisfaction to the user. PSI Temp.F Class 150 Class 250 Class 300 -20to150 300 500 600 200 265 455 550 250 225 405 505 300 185 1 460 460 350 150 315 415 400 110 270 370 450 75 225 325 500 * 180 280 550-1 * 130 230 Mil: S1MAi97 DJniions:ASMETB16'39 NM/A'SMEJB.i'2O1 lk:ssure ATSM dBJ6T39 Ratings: CJfings: SIMIAi53, ISIMIB633 ATd iiiiTl ULU andlijMIWhbfe SpecIiTi onsappj ica ble 24 S NPS Overall Length A(min) Lengthof Threads B(min) Thm Hole C(min) Width of Nut D(min) 1/8 1.26 0.30 0.21 0.93 1/4 1.55 0.43 0.30 1.11 3/8 1.71 0.47 0.42 1.26 1/2 1.18 0.57 0.54 1.45 3/4 2.07 0.64 0.74 1.71 1 2.31 0.75 0.95 2.07 11/4 2.62 0.84 1.27 1 2.57 11/2 2.78 0.87 1.50 2.89 2 3.31 1.00 1.93 3.48 21/2 3.52 1.17 2.32 4.15 3 3.84 1.23 2.90 4.69 *4 4.39 1.33 3.82 1 6.47 *UL Standards not applicable to 4" size union S fl WARD UNIONBRASS TO IRON SEAT CLASS 150 NPS Overall Length A(min) Length of Threads B(min) Thru Hole C(min) Width of Nut D(min) C -L C 1.10 1.26 1.45 1.71 2.07 1/8 1.26 0.30 0.21 0.93 1/4 1.44 0.32 0.36 3/8 1.61 0.36 0.52 1/2 1.72 0.43 0.61 3/4 1.94 0.50 0.80 3/4X1/2 206 058 100 11/4 2.26 0.67 1.31 2.50 11/2 2.41 0.70 1.55 2.82 2 2.75 0.75 2.03 3.41 21/2 3.22 0.92 2.38 4.12 3 3.50 0.98 3.00 4.75 *4 3.85 1.08 4.03 6.00 *UL Standards not applicable to 4" size union I WARD UNION BRASS TO IRON SEAT CLASS 250 I S WARD UNIONBRASS TO IRON SEAT CLASS 300 NPS Overall Length A(min) Length of Threads B(min) Thm Hole C(min) Width of Nut D(min) . -. ..' t---• 1) j : ... 1. I 1.26 1.55 212 2.85 3.33 1/8 1.26 0.30 0.21 1/4 1.55 0.43 0.30 3/8 1.71 0.47 0.42 1.71 1/2 1.81 0.57 0.54 1.81 3/4 212 064 074 1 231 075 095 231 11/4 2.66 0.84 1.27 1 2.66 11/2 2.85 0.87 1.50 2 2.23 1.00 1.93 3.23 21/2 3.33 1.17 2.320 3 4.09 1.23 2.90 4.09 4 - - - - 25 WARD UNION IRON TOIRON SEAT CLASS 150 NPS Overall Length A(min) Length of Threads B(min) Thru Hole C(min) Width of Nut D(min) j A I 55 i 1/8 1.26 : 1.00 0.30 3/8 1.61 0.36 0.52 150 . 0.50 :0.80 229..... 1 2.06 0.58 1.00 2.25 3.06 2 2.75 0.75 2.03 3.68 21/2 3.22 0.92 2.38 4.68 3 3.50 0.98 1 3.00 5.18 WARD UNION _IRON TO IRON SEAT CLASS 300 NPS Overall Length A(min) Lengthof Threads B(min) Thm Hole C(min) Width of Nut D(min) 61 D 3.93 1/8 1.26 : 1.06 1/4 1.30 1.81 0.54 0.57 1.68 2 3.23 1.00 1.93 21/2 3.33 1.17 2.32 4.53 3 4.09 1 1.23 1 2.90 5.31 S C Fig. 20Oh/2& 44 2O0./4 Pipe Hangers TOLCO Fig. 200 - "Trimline" Adjustable Band Hanger TOLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCO Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pie-Galvanized Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: 1/2" (15mm) thru 2" (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1" thru 2' sizes keep nut from separating with hanger. Hanger is easily installed around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2' (65mm) thru 8° (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. For 1/2" (15mm) and 3/4" 20mm) sizes with non-captured knurl nuts order Fig. 200S Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig. Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). 200.1 to Conforms to Federal Specifications WW-H-1 71 E & A-A-1 192A, Type 10 200.2 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. A is Overall Height USThD; APPROVED B Center 01 pipe to top of knurled hanger rod nut. 0 Top of pipe to bottom of hanger rod nut. Maximum Temperature: 650°F (343°C) 5 Finish: Pre-Galvanized. Stainless Steel - - 410 materials will be supplied with (2) hex nuts A I Order By: Part number and pipe size f, Cc Note: For metric hanger rod sizes Oin add the [1 metric rod size to the figure number. Example: 200M8-11/2 or200Mi0-11/2 Fig. HOC Fig. 200F Fig. 200 Fig. 200 & Fig. 200S 200C-11/2 shown 200E-11/2 shown shown with captured nut shown with 1" thru 2" sizes only non-captured nut Part No.** Pipe Size in. (mm) Rod Size in. mm** A in. (mm) B in. (mm) D in. (mm) Max. Rec. Load lbs. )kN) Approx. Wt./100 lbs. (kg) 200-1/2 1/2" (15) 3/8"-16 MB or MiD 31/s" (79.4) 2/8' (667) 111/32" (34.1) 400 (1.78) - 11 (5.0) 200-/4 3/4" (20) /'-16 M8 or M10 31/8" (79.4) 21/2" (63.5) 11/16" (21.0) 400 (1.78) 11 (5.0) 2001 1 125) 3/8"-16 M8orM10 33/s (857) 2/8 67) (6 li/s (2 86) 400 (178) 12 (55) - 200-1'/4 11/4' (32) /s"-16 MB or M10 33/4' (94.0) 2/8" (73.0) 1/32' (29.3) 400 (1.78) 13 (5.9) 200-11/2 - 11/2" (40) - /s"-l6 M8 or MIO 3/8' (98.4) 27L8" . 1/16' (30.2) 400 (1.78) 14 (6.4) - 200-2 2" (50) /8"-16 M8 or MiD 41/2" (114.3) 3" (76.3) 1/1" (30.2) 400 (1.78) 15 (6.9) 20021/2 21/2 (65) 3/s 16 MiD 55/8 (1429) 41/8 (1047) 1/16 (365) 600 (2.67) 27 - (123) -, 200-3 3' (75) /8'-16 MlO 5/8" (149.1) 4" (101.6) 11/4' (31.7) 600 (2.67) 29 (13.3) 200-31/2 31/2" (90) /s"-i6 MiD 7/8" (187.3) 51/4" (133.3) 2/16' (55.6) 600 (2.67) 34 (15.6) 200-4 4" (100) /s"-16 M10 73/s' (187.3) 5" (127.0) 1/8" (34.9) 1000 (4.45) 35 (16.0) 200-5 5" (125) 1/2'_13 M12 91/s" (231.8) 61/4' (158.7) - 311/32" (84.9) 1250 (5.56) - 66 (30.2) S 200-6 6' (150) 1/2 .13 M12 101/8" (257.2) 6/4" (171.4) 2/32" (56.3) 1250 (5.56) 73 (33.4) 200-8 - 8' (200) 1/2 .13 M12 131/8" (333.4) 8/4" (222.2) - 3/32' (81.7) - 1250 (5.56) 136 (62.3) - All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton Pipe Hangers TOLCO'TM Fig. 1CBS - Clevis Bolt Spacer Size Range: Size 1" (25mm) thru 20" (500mm) clevis hanger Material: Steel OPM S Function: Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines OPM-0052-13, for 21," -8" (133100) only Installation Note: Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down. Finish: Pre-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number and finish. TOLCOTM Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4 120mm1 thru 2(40mm) pipe. Material: - Pre-Galvanized Steel Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4' 120mm1 thru 2' (40mm). Patent #5,344,108 Approx. Wt./100 Part No. lbs. (kg) 25 4.8 (2.2) Pipe Size Approx. Wt./100 Part No. in. (mm) lbs. (kg) 1CBS-1 - (25) 3.2 (1.4) - 1CBS-11/4 11I4" (32) 4.1 (1.8) [12 11F2 (40) 48(22) 1CBS-2 (50) 9.4 (4.2) CB il-il F2 Th65 114l 1CBS.3 (75) 13.9 (6.8) 3V (9) _F6.0 (7.5 1CBS.4 (100) 18.0 (8.1) Lic _ 5)125) 213(124) 1CBS-6 6" (150) 32.5 (14.7) [icBs-8 r(20 45 (1 1CBS-10 10" (250) 72.7 (32.9) [jB = 00} 863 (39fl 1CBS-14 14" (350) 157.6 (71.5) [—CBsm 16(400) ___ 1CBS.18 18" (450) 224.6 (101.9) 1CBS.20 - - 20" (500) 254.0 (1-15.2), - 1EDI' Function: - Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2016 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). S S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton Revised 8/8/2074 22 B-Line series Fire Protection Solutions Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) B32051 - Threaded Rod (right & left hand threads) Size Range: /8"-16 thru /8-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Ga Ivan ized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size, length and finish TI Specify Length TL hre Size Standard Design Load Thread Size Thread Length TI 650°F (343°C) 750°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) B3205-3/s x V 3/8%16 21/2" (63.5) 730 - (3.25) 572 (2.54) B3205-1/2 x 1/2"13 21/2" (63.5) 1350 (6.00) 1057 (4.70) [ B3205-5/8x 'L' 5/8 11 21/2" (63.5) B3205-3/4 x 1 /4"-10 3' (76.2) 3230 (14.37) 2530 (11.25) I B3205-7/sxV 7/8 :9 31/2' (88.9) 4480 (19.93) 3508 (15.60) - For larger sizes consult full line pipe hanger catalog ATR - All Threaded Rod - 120" (3.05m) Lengths TOLCO Fig. 99 - All Threaded Rod Cut To Length Size Range: 1/4 -20thru /8'-9 rod in 120' lengths or cut to length Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Approvals: Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Order By: Figure number, rod size, length and finish S OPM Part No. - Size x Length ATR Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt./100 Ft. Lbs. (kg) I ATR 1/4 x 120 991/4" x length 20 240 (1.07) 12 (5.44) AIR 3/g" x 120 99-3/s" x length 16 730 (3.24) 29 (13.15) I AtR'/fx 120 99-'/fxlength 13 1350(6.00) 53 (24.04) - - AIR /8" x 120 99-/8' x length 11 2160 (9.60) 89 (40.37) AIR 3/4 x ffo 3/ x length 10 3230 fl43 - 123 (55.7-9—) AIR 1/s' x 120 99/8' x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 96 B-Line series Fire Protection Solutions Seismic Bracing TOLCO Fig. 75 - Swivel Attachment c1)Lus Function: Three recommended applications for this product: May be used as a branch line restraint for structural attachment to anchor bolt, beam clamp, etc. May be used as an upper attachment with short hanger rod to omit seismic bracing. May be used in a pitched or sloped roof application, to meet requirements of NFPA 13 (2010) 9.1.2.6.ol r Refer to page 41 for more information and sizing. Fig. 76 - TOLCOTM Structural Attachment for Branch Line Restraint Assembly JUL Listed) Structural Attachment for Sway Brace Assembly (FM) Function: Structural attachment for branch line restraint or sway brace assembly Refer to pages 42 for UL Listed information and sizing. Refer to pages 43 for FM information and sizing. ui <> 1 ,p_so I APPROVED Fig. 77 - TOLCOTm Structural Attachment for Branch Line Restraint Assembly JUL Listed) 0 Structural Attachment for Sway Brace Assembly (FM) Function: System attachment for branch line restraint or sway brace assembly Refer to pages 44 for UL Listed information and sizing. Refer to pages 45 for FM information and sizing. TOLCOTM Fig. 3000 - CPVC Sway Brace Attachment Function: For bracing CPVC and steel pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 3000 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. Refer to page 46 for more information and sizing. <*> APPROVED All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 71 Eaton MATERIAL Unistrut pipe clamps, unless noted, are punch-press made from hot-rolled, pickled and oiled steel plates, strip, bar or coil, and conform to one or more of the following specifications: ASTM A1008, A575, A576, A635, All 011 SS GR 33, A101 1 HSLAS GR 45, A1046 or A36. The fitting steel also meets the or exceeds the physical properties of ASTM All 011 GR 33. The pickling of the steel produces a smooth surface free from scale. Pipe supports are available in: Electro-galvanized (EG), conforming to ASTM B633 Type Ill SO Hot-dipped galvanized (HG), conforming to ASTM A123 or A153 (hardware) Green Powder Coat (GR), conforming to commercial standards for Powder Coating, and plain (PL) Unistrut Defender (DF), conforming to ASTM A1059 or Al046 APPLICATION DIMENSIONS Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted, all metric dimensions are in millimeters and rounded to one decimal place. DESIGN BOLT TOROUE BOLT SIZE 1/4"-20 Ii6-18 W-16 16'-13 W-11 Y4"-10 Rec.Torque 6 11 19 50 100 125 Ft/Lbs (Nom) (8) (15) (26) (68) (136) (170) Max Torque 7 15 25 70 125 135 Ft/Lbs (N'm) (9) (20) (34) (95) (170) (183) Note: When tightening ¼" screws used with a two piece pipe clamp, a torque of 5 foot pounds (60 inch-pounds) should be used. DESIGN LOAD Design load data, where shown, is based on the ultimate strength of the connection with a safety factor of 5.0, unless otherwise noted. When used for mechanical supports, load capacities of brackets, fittings and other supporting elements should be in compliance with the American Standard Code for Pressure Piping. Many items are also available in stainless steel, aluminum and fiberglass. Consult factory for ordering information. FINISHES S Unistrut pipe clamps, pipe hangers, brackets and rollers are designed for the support of electrical and mechanical services. Supports to meet nearly every requirement can be attained using Unistrut Metal Framing components. Pipe Clamps In Special Materials (P1109, P1211, P1425, P2024 Series) Material/Finish Part Number Suffix Pipe Clamp Material! Finish Fasteners (Screw & Nut) Material! Finish Example lectro-galvanized EG EG EG P1109 EG at-dipped galvanized HO HG SS P1109 HO nistrutDefender DF OF OF P1109OF tainless Steel Type 304 SS SS SS P1109 SS Stainless Steel Type 316 ST ST SS P1109 ST Aluminum AL AL AL P1109AL Copper Coated CC CC CC P1109 CC Everdur E EG EG E P1109EEG - 107 UNISTRUT Pipe & Conduit Clamps P1109-Pg 108 P1211 -P9109 P1425-Pg 109 P2024-Pg 110 P1563-Pg109 P2008-Pg 109 P2558-Pg 110 Vtk- p to P~n P3409-Pg 111 MU025-Pg 111 P2600-Pg 112 0041008-Pg113 004M007-Pg 114 U131hPA-Pg115 CG-10-Pg 116 PUX3834-Pg 116 Pipe Rollers J1205-Pg 117 P2474-Pg 117 P2474-1 -P9 118 P2475-Pg 118 P2476-Pg 119 Pipe Brackets S P2481 -Pg 119 P2482-Pg 119 P2243-Pg 119 P1109 THRU P1126 PIPE CLAMPS FOR RIGID STEEL CONDUIT IEG HGI Conduit O.D. Thickness wtiioo Design Part Size Size Gauge PCs Load No. In In (mm) (mm) Lbs (kg) Lbs (kM 131109 % 0.675 16 10 400 17.1 1,5 4.5 1.78 131111 ½ 0.840 16 11 400 21.3 1.5 5.0 1.78 P1112 Y4 1.050 14 15 600 26.7 1.9 6.8 2.67 P1113 1 1.315 14 17 600 33.4 1.9 7.7 2.67 P1114 11/4 1.660 14 19 600 42.2 1.9 8.6 2.67 P1115 1½ 1.900 12 29 800 48.3 2.7 13.2 3.56 P1117 2 2.375 12 34 800 60.3 2.7 15.4 3.56 Conduit O.D. Thickness WtI100 Design Part Size Size Gauge PCs Load No. In In (mm) (mm) Lbs (kg) Lbs (kN) P1118 21h 2.875 12 40 800 73.0 2.7 18.1 3.56 P1119 3 3.500 12 47 800 88.9 2.7 21.3 3.56 P1120 31h 4.000 11 62 1,000 101.6 3.0 28.1 4.45 P1121 4 4.500 11 67 1,000 114.3 3.0 30.4 4.45 P1123 5 5.563 11 80 1,000 141.3 3.0 36.3 4.45 P1124 6 6.625 10 102 1,000 168.3 3.4 46.3 4.45 P1126 8 8.625 10 130 1,000 219.1 3.4 59.0 4.45 Design Load II S Slotted hex head screw and nut included LCORE PRODUCTS TYPICALLY AVAILABLE FROM STOCK] UNISTRUT S P1425 THRU P1431 P1211 THRU P1217 PIPE CLAMPS FOR THIN WALL CONDUIT (EXT.) IDF EG HGI UNIVERSAL CLAMPS FOR RIGID OR THINWALL CONDUIT IDF EG 1 \, I-P Slotted hex head screw - and nut included Design Load 1 1/4" Design Load I / trL1 II- Slotted hex head screw and nut included S Conduit O.D. W000 Design Part Size Size Thickness PCs Load No. In (mm) In (mm) Gauge (mm) Lbs (kg) Lbs (kN) P1425 0.577 16 9 400 9.5 14.7 1.5 4.1 1.78 P1426 1/2 0.706 16 11 400 12.7 17.9 1.5 5.0 1.78 P1427 Y4 0.922 16 12 400 19.1 23.4 1.5 5.4 1.78 P1428 1 1.163 14 15 600 25.4 29.5 1.9 6.8 2.67 P1429 1¼ 1.510 14 18 600 31.8 38.4 1.9 8.2 2.67 1½ 1.740 12 29 800 P1430 38.1 44.2 2.7 13.2 3.56 P1431 2 2.197 12 33 800 50.8 55.8 2,7 15.0 3.56 P1118 21/2 2.875 12 40 800 63.5 73.0 2.7 18.1 3.56 P1119 3 3.500 12 47 800 76.2 88.9 2.7 21.3 3.56 P1120 31/2 4.000 11 62 1,000 88.9 101.6 3.0 28.1 4.45 P1121 4 4.500 11 67 1,000 101.6 114.3 3.0 30.4 4.45 Conduit Thickness W1I100 Design Part Size Gauge PCs Load No. In (mm) (mm) Lbs (kg) Lbs (kN) P1211 ½ 16 10 400 12.7 1.5 4.5 1.78 Y4 16 11 400 P1212 19.1 1.5 5.0 1.78 P1213 1 16 12 400 25.4 1.5 5.4 1.78 P1214 11/4 14 18 600 31.8 1.9 8.2 2.67 11/2 14 20 600 P1215 38.1 1.9 9.1 2.67 P1217 2 14 22 600 50.8 1.9 10.0 2.67 P1563 THRU P1573 ____ PARALLEL CLAMPS FOR RIGID CONDUIT AND PIPE IEG I P2008 THRU P2020 ONE HOLE CLAMP FOR O.D. TUBING E EG HG I Slotted hex head W X 3/4"Round Head Machine Z! achine Screw screw and nut and Channel Nut Not Included Finish: Electro-galvanized. Part Pipe Size O.D. Size Thickness Wt/1100 PCs No. In (mm) In (mm) Gauge (mm) Lbs (kg) P1563 % 0.675 14 27 9.5 17.1 1.9 12.2 ½ 0.840 14 29 P1564 12.7 21.3 1.9 13.2 P1565 Y4 1.050 14 30 19.1 26.7 1.9 13.6 P1566 1 1.315 14 31 25.4 33.4 1.9 14.1 P1567 1Y4 1.660 14 38 31.8 42.2 1.9 17.2 P1568 1½ 1.900 12 40 38.1 48.3 2.7 18.1 P1569 2 2.375 12 47 50.8 60.3 2.7 21.3 P1570 21h 2.875 12 66 63.5 73.0 2.7 29.9 P1571 3 3.500 12 78 76.2 88.9 2.7 35.4 P1572 3½ 4.000 12 87 88.9 101.6 2.7 39.5 P1573 4 4.500 12 90 101.6 114.3 2.7 40.8 Part O.D. Tube Thickness W11100 PCs No. Size In (mm) Gauge (mm) Lbs (kg) P2008 ¼ 16 4 6.4 1.5 1.8 P2009 /l6 16 5 7.9 1.5 2.3 P2010 16 5 9.5 1.5 2.3 P2012 ½ 16 6 12.7 1.5 2.7 P2014 % 14 8 15.9 1.9 3.6 '/4 14 9 P2016 19.1 1.9 4.1 P2018 7/s 14 10 22.2 1.9 4.5 P2020 1 14 11 25.4 1.9 5.0 [W CORE PRODUCTS• TYPICALLY AVAILABLE FROM STOCK 1 114" Design Load Slotted hex head screw and nut included P2024-P2029 16ga. P2030.P2035 14ga. P2037-P2052 12ga. P2053-P2066 liga. P2067 - P2070-84 10 ga. Nom. Pipe A "B" C Thickness Wt/100 pcs Design Load Part No. Size In In (mm) Injj In (mm) Lbs (kg) Lbs MN) ½ 2% P2558-05 23 73.0 10.4 Y43½ P2558-07 26 79.4 % 7/16 1/8 11.8 500 1 3% P2558-10 31 85.7 7.1 11.1 3.2 14.1 2.22 1¼ 3% P2558-12 35 95.3 15.9 1½ 3% P2558-15 39 98.4 17.7 P2558-20 2 5Y4 94 146.1 42.6 2½ 6¼ P2558-25 114 158.8 133 51.7 3 P2558-30 6% 174.6 716 1Y6 ¼ 60.3 1,000 3½ 7% P2558-35 152 187.3 11.1 17.5 6.4 68.9 4.45 4 7% P2558-40 176 2000 79.8 5 9 P2558-SO 198 228.6 89.8 6 10 P2558-60 225 - 254.0 102.1 Design Load Hardware sold separately. Supporting Rib on P2558-60 Hole Size B S UNISTRUT P2024 THRU P2070-84 PIPE CLAMPS FOR O.D. TUBING IEG HG I S O.D. WI/1100 Design Part Size PCs Load Number In (mm) Lbs (kg) Lbs (kN) P2024 1/ (6.4) 8 (3.6) P2025 YE (9.5) 8 (3.6) 400 P2026 1h (12.7) 9 (4.1) P2027 V8 (15.9) 10 (4.5) (1.78) P2028 %(19.1) 11(5.0) P2029 7,_(22.2) 12(5.4) P2030 1(25.4) 14 (6.4) P2031 1116 (28.6) 15(6.8) 600 P2032 1¼ (31.8) 16 (7.3) P2033134(34.9)17(7.7) (2.67) P2034 111-(38.1) 18(8.2) P2035 1%_(41.3)19(8.6) P1430 134 (44.5) 29 (13.2) P2037 17/6 (47.6) 28 (12.7) P2038 2 (50.8) 31(14.1) P2039 2¼ (54.0) 32(14.5) P2040 2¼ (57.2) 33 (15) P1117 234 (60.3) 34 (15.4) P2042 21/- (63.5) 35 (15.9) P2043 2% (66.7) 37 (16.8) 800 1356 P2044 2% (69.9) 38(17.2) P1118 271,(73.0) 40 (18.1) P2046 3(76.2) 41(18.6) P2047 311,(79.4) 43(19.5) P2048 31/4 (82.6) 45 (20.4) P2049 334(85.7) 46 (20.9) P1119 3½_(88.9) 47_(21.3) P2051 3% (92.1) 56 P2052 3Y.,. (95.3) 58(26.3) P2053 371,(98.4) 60 (27.2) P1120 4(101.6) 62 (28.1) P20554½(104.8)62 (28.1) 1000 (4.45) P2056 41/4 (108.0) 64(29.0) P2057 4%(111.1) 66 (29.9) P1121 41h (114.3) 67 (30.4) P2059 45A (1175) 70 (31.8) P2060 4Y4(120.7) 72 (32.7) O.D. W1I100 Design Part Size pcs Load Number In (mm) Lbs (kg) Lbs M) P2061 47A (123.8) 73(33.1) P2062 5 (127.0) 74 (33.6) P2063 51A (130.2) 76 (34.5) P2064 5%(133.4) 77 (34.9) P2065 5%(136.5) 78 (35.4) P2066 51h (140.0) 79 (35.8) P2067 5%(142.9) 88 (39.9) P2068 5%(146.1) 90(40.8) P2069 5%(149.2) 92(41.7) P2070 6 (152.4) 94 (42.6) P2070-61 61h (155.6) 96 (43.5) P2070-62 61/4 (158.8) 98(44.5) P2070-63 6%(161.9) 99 (44.9) P2070-64 6½ (165.1) 100 (45.4) P1124 6%(168.3)102 (46.3) 1000 /445 P2070-66 6%(171.5) 104 (47.2) P2070-67 6%(174.6) 106 (48.1) P2070-70 7 (177.8) 108 (49.0) P2070-71 7¼ (181.0) 110 (49.9) P2070-72 7¼ (184.2) 112 (50.8) P2070-73 7%(187.3) 114 (51.7) P2070-74 71/2 (190.5) 116 (52.6) P2070-75 7%(193.7) 117 (53.1) P2070-76 7%(196.9) 119 (54.0) P2070-77 7%(200.0) 121 (54.9) P2070-80 8(203.2) 123 (55.8) P2070-81 81A (206.4) 125 (56.7) P2070-82 81/4 (209.6) 126 (57.2) P2070-83 8%(212.7) 128 (58.1) P2070-84 8½ (215.9) 129 (58.5) P1126 8%_(219.1)130_(59.0) S P2558-5 THRU P2558-60 SINGLE PIECE PIPE Sii&p IG GR HG ICORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCKI Unistrut nuts and bolts are manufactured to meet the Unified Screw Thread standard, ANSI 131.1, coarse series (UNC) class 2. DESIGN BOLT TORQUE BOLT SIZE 1/4"-20 a°48 %'-16 1,4fl13 W-11 ¼"-l0 Rec.Torque 6 11 19 50 100 125 Ft/Lbs(N'm) () (15) (26) (68) (136) (170) Max Torque 7 15 25 70 125 135 Ft/Lbs (N'm) 1 (9) 1 (20) (34) (95) 1 (170) (183) Channel Nuts With Springs .73 Channel Nuts Without Springs................................................73 Top Retainer Nuts .....................................................................73 StudNuts...................................................................................74 Of Hardware..............................................................................74-76 S MATERIAL THREADS Unistrut channel nuts are manufactured from mild steel cold rolled coil, and after stamping and machining operations are completed, they are case hardened, assuring positive biting action into the inturned edge of the Unistrut channel. Screws conform to SAE J429 GR 2 (exceeds ASTM A307). Proof Load 55K51, Tensile Load 74 KSI Bolt Size Channel Nut ASTM W&5I16 A101 SSGR33 W, /is" & W A576 GR1015 Modified Va" & 34 A36 or A675 GR60 A36 FINISHES All Channel nuts are available in: Electro-galvanized (EG), conforming to ASTM B633 type Ill SC1 Hot-dipped galvanized (HG), conforming to ASTM A153 Plain (PL) Unistrut Defender (DF), conforming to ASTM A1059 Hardware items such as Hex Nuts bolts and washers are Electro-Galvanized (EG), ASTM B633 Type Ill SC1 finish, unless otherwise noted. Many hardware items are also available in stainless steel. Consult factory for ordering information. DIMENSIONS Imperial dimensions are illustrated in inches. Metric dimensions are shown in parenthesis or as noted. Unless noted, all metric dimensions are in millimeters and rounded to one decimal place. Many Unistrut nuts, bolts and hardware items are also available in standard metric dimensions. Consult factory for ordering information. UNISTRUT Channel Nuts With Spring P1006 - P1010 P1012S-P1024S P4006-P4010 P5506-P5510 P2378-P2382 Pg 73 Pg 73 Pg 73 Pg 73 Pg 74 Channel Nuts Without Spring Cn C!!~] (@ gElp> (b P3016 P3006-P3013 P1012-P1024 P4012-P4023 P1006T-P101OT, P401 OT P4908 P1016 Pg 73 Pg 73 Pg 73 Pg 73 Pg 73 Pg 73 Pg 73 Hardware _ T T © HHCS HFMS HAMS HSHS HCSS HSON HHXN HFLW Pg 74 Pg 74 Pg 74 Pg 74 Pg 74 Pg 75 Pg 75 Pg 75 HLKW HOCW HIHA HRCN P2486 P2485 P2485K K1062 - K1064 Pg 75 Pg 76 Pg 75 Pg 75 Pg 76 Pg 76 Pg 76 Pg 76 MAXIMUM ALLOWABLE PULL-OUT AND SLIP LOADS S Channel Allowable Nut Pull-Out Resistance Torque Size. Strength to Slip Ft-Lbs Channel Thread Gauge Lbs (W) Lbs (kN) (N.m) 2,500 1,700 *125 W-9 12 11.12 7.56 170 2,500 1,700 *125 W-10 12 11.12 7.56 170 2,500 1,500 *100 W- 11 12 11.12 6.67 135 131000 P3000 ½°-13 12 2,000 1,500 50 uoo 8.90 6.67 70 P4526 1,400 1,000 35 P5000 /16" -14 12 P5500 6.23 4.45 50 1,000 800 19 W-16 12 4.45 3.56 25 800 500 11 s/is"- 18 12 3.56 2.22 15 600 300 6 ¼"-20 12 2.67 1.33 8 1,500 1,500 50 ½"-13 12 6.67 6.67 70 1,000 800 19 %°-16 12 4.45 3.56 25 P3300 800 500 11 /16"-18 12 3.56 2.22 15 ¼" -20 12 600 300 6 2.67 1.33 8 Channel Allowable Nut Pull-Out Resistance Torque Size- Strength to Slip Ft-Lbs Channel Thread Gauge Lbs (kN) Lbs (kN) (N.m) 1,400 1,000 50 W-13 14 6.23 4.45 70 1,000 750 19 P1100 W-16 14 4.45 3.34 25 & P4100 V16°-18 14 800 400 11 3.56 1.78 15 600 300 6 ¼"-20 14 2.67 1.33 8 1,000 1,000 50 ½"-13 16 4.45 4.54 70 1 ,000 750 19 P2000 W-16 16 4.45 3.34 25 & P4000 V16"-18 16 800 400 11 3.56 1.78 15 600 300 6 ¼"-20 16 2.67 1.33 8 * May require 3/an or ½" thick fitting. Nut design loads include a minimum safety factor of 3. Note: Refer to the Channel Nut Selection Chart on the following two pages for the part number. 72 -jFraming System CHANNEL NUT WITH SPRING 1 EG, HGI CHANNEL NUT WITHOUT SPRING IEG,HGI Part Nut Size WtI100 PCs Number Thread Lbs (kg) Use With P3016-0632 #6 -32 2(0.9) P3016-0832 #8 -32 2 (0.9) Any P3016-1024 #10 -24 4(1.8) Channel P3016-1420 ¼' -20 4(1.8) Part Nut Size Wt/1100 PCs Number Thread Lbs (kg) Use With P3006-0832 #8 -32 6(2.7) P3006-1024 #10 -24 6(2.7) P3006-1420 1/4" -20 6(2.7) Any P3007 /16" -18 6(2.7) Channel P3008 3/a" -16 9(4.1) P3009 /i" -14 9(4.1) Any Channel P3010 ½' -13 11(5.0) Except P3300, P4000, P4400, P4520,P4100 P3300, P3013 1/2" -13 8(3.6) P4000,134400, P4520,134100 Part Nut Size WtI100 pcs Number Thread Lbs (kg) Use With P1012 V" 11 20(9.1) Any Channel P1023 Y4" -10 20(9.1) Except P3300, P4000, P4400, P1024 /8" -9 20(9.1) P4520,P4100 Part Nut Size Wt!100 PCs Number Thread Lbs (kg) Use With P4012 W -11 11(5.0) P3300,P4000, P4400,P4520, P4100 P4023 Y, -10 11(5.0) Part Nut Size WUIOO PCs Number Thread Lbs (kg) Use With P1006T1420 1/4" -20 7(3.2) Any P1008T -16 10(4.5) Channel Any Channel P1010T ½" -13 12(5.4) Except P3300, P4000, P4400, P4520, P4100 P3300, P4000, P4010T ½ -13 8(3.6) P4400, P4520, P4100 Part Nut Size Wt/1100 PCs Number Thread Lbs (kg) Use With P4908 /8 -16 17.5 (7.9) Any Channel Double Conveyor Adjusting Nut Part Nut Size Wt/100 PCs Number Thread Lbs (kg) Use With P1016 -16 1/8"Any 17.5(7.9) "T Slotted" I Channel Missing Link. Multi-Purpose Strut Fastener C S Part Number Nut Size Thread Wt/1100 PCs Lbs (kg) Use With P1006-0832 #8 -32 7(3.2) p1000, P3000 P1006-1024 #10 -24 7(3.2) P1006-1420 ¼" -20 7(3.2) P1007 /16" -18 6(2.7) P1008 W -16 10(4.5) P1009 /l6 -14 9(4.1) P1010 ½' -13 12(5.4) Part Number Nut Size Thread Wti100 PCs Lbs (kg) Use With P1012S %' -11 21(9.5) P1000, P3000 P1023S W -10 21(9.5) P1024S ¼" -9 21(9.5) Part Number Nut Size Thread Wt/100 PCs Lbs (kg) Use With P4006-0832 #8 -32 7(3.2) P4400, P4520, P4100 P4006-1024 #10 -24 7(3.2) P4006-1420 ¼" 20 7(3.2) P4007 /16 18 6(2.7) P4008 -16 9(4,1) 3/," P4009 /l6" -14 9(4.1) P4010 ½" -13 8(3.6) Part Number Nut Size Thread Wt/1100 PCs Lbs (kg) Use With P5506-0832 #8 -32 7(3.2) 5 00, 505 00 P5506-1024 #10 -24 7(3.2) P5506-1420 1/4" -20 7(3.2) P5507 Vi 6" -18 6(2.7) P5508 Y8" -16 10(4.5) P5509 /ie' -14 10(4.5) P5510 ½" -13 12(5.4) = El UNISTRUT - [IN CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK I MATERIAL Unistrut channels are accurately and carefully cold formed to size from low-carbon strip steel. All spot-welded combination members, except P10011, are welded 3" (76 mm) maximum on center. STEEL: PLAIN 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and 16 Ga. (1.5 mm) ASTM Al 011 55 GR 33 STEEL: PRE-GALVANIZED 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm) ASTM A653 GR 33 For other materials, see Special Metals or Fiberglass sections. FINISHES All channels are available in: Perma Green III (GR) Pre-galvanized (PG), conforming to ASTM A653 G90 Hot-dipped galvanized (HG), conforming to ASTM A123 Plain (PL) Unistrut Defender(TM) (DF), conforming to ASTM A1046 Channel Selection Chart...................................................................23 P1000 (12 Gauge).......................................................................24-29 P1100(14 Gauge).......................................................................30-32 P2000(16 Gauge).......................................................................33-35 P3000 (12 Gauge).......................................................................36-38 P3300 (12 Gauge).......................................................................39-41 P4000 (16 Gauge).......................................................................42-44 P4100 (14 Gauge).......................................................................45-47 P4400 (12 Gauge).......................................................................48-50 P4520 (12 Gauge).......................................................................51 -53 P5000 (12 Gauge) ....................................................................... 54- 56 P5500 (12 Gauge) ....................................................................... 57.59 ClosureStrips ....................................................................................60 End Caps and Frame Caps................................................................61 Lateral Bracing Load Reduction Chart & Bearing Loads.................62 DIMENSIONS S Imperial dimensions are illustrated in inches. Metric dimensions are shown in millimeters and rounded to one decimal place. STANDARD LENGTHS Standard lengths are 10 feet (3.05m) and 20 feet (6.10m). Tolerances are ±'/8" (3 mm). Special lengths are available for a small cutting charge with a tolerance of ±½" (3 mm). CURVED CHANNEL Contact your local Unistrut Service Center or Unistrut Corporation for more information. LOAD DATA - All beam and column load data pertains to carbon steel and stainless steel channels. Load tables and charts are constructed to be in accordance with the SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007 EDITION published by the AMERICAN IRON AND STEEL INSTITUTE USING ASD METHOD. Loads are based on 33 ksi steel cold formed to 42 ksi. Type Safety Factor of Load to Yield Strength Beam Loads 1.67 Column Load 1.80 S UNISTRUT P1000 Series (12 ga.) LI ---7 L i J, i ci P1000 P1001 P1001A P1001B P1001C P10013 P1001 A3 P1001 B3 P1004A P1001 C3 P1001 D3 P1001 C41 P1003 Pg 24 Pg 24 Pg 27 Pg 27 Pg 27 Pg 27 Pg 27 Pg 27 P927 Pg 27 Pg 27 Pg 27 Pg 27 P10011 Pg 27 P1100 Series (14 ga.) P2000 Series (16 ga.) P3000 Series (12 ga.) P3300 Series (12 ga.) L L1L3 _ (~O L 1H Li H H P1100 P1101 P1101A P1101B P1101C P2000 P2001 P2001A P2001 P2001 P3000 P3001 P3300 P3301 Pg 30 Pg 30 Pg 30 Pg 30 P930 P933 Pg 33 Pg 33 Pg 33 Pg 33 Pg 36 P936 Pg 39 Pg 39 1 P4100 P4000 Series (16 ga.) P4400 P4520 P5000 Series (12 ga.) P5500 P9000 1 Series p r1 Series Series ( '1 Series (12 ga.) Series (12 ga.) (14 ga.) r L (12 ga.) (12 ga.) I I 1 1 Telestrut Channel Ii I C.......fl P4000 P4001 C_._i Li H H 1 1 P5501 P9200 P9000 F .P4100 Pg 42 Pg 42 P4400 P4520 11 r I Pg 45 Pg 48 P951 __ LPg j Pg 65 P965 L H LIJ r I - P4101 , J P4401 P4521 P5000 LP500hi P5500 - P945 P946 P951 Pg Pg Pg P4003 P4004 Pg 42 P942 End Caps and Frame Caps 1/8" Channel Closure Strips d) ci ci D n ci P1184P P3164 P3184P P3184F P3712P P2860 Series P2859 P1280 P1 280 A, P2280 A P1180, P2280 P2407 P960 P960 P960 P960 P960 [ P961 Pg 61 P961 Pg 61 P4280,P5280,P5580 P3280,P3380 P961 Pg 61 Alternate Framing Systems - AI000 Series (14 gauge) - 11/4fl Channel A3300 Series (14 gauge) 11/4" Channel H A3300 A1000 A1001 A1001A A1001B A1001C Pg 173 Pg 173 P9171 Pg171 P9172 Pg172 Pg172 P6000 Series (19 gauge) - 16U Channel P7000 Series (19 gauge) 13/161 Channel H P6000 P6001 P6001A P6001B P6001C P7000 P7001 P9180 P9180 Pg P9181 Pg 181 Pg182 P9182 P!1 p - Channel Selection JJ I Fl I ;tlki CHANNEL SELECTION CHART Channel Dimensions Material & Thickness Hole Pattern St ties Channel Height if Steel Steel Alum. 1Stainless Width HS I WI KO SL DS H3 In (mmL In (mm) gauge gauge In (mm) Steel Only P1000 1% (41.3) 1%(41.3) 12 ga 12 ga 0.109 (2.8) • U U U U P1100 1%(41-3) 1%(41.3) 14 ga 14 ga - U 0 0 U U - - P2000 1%(41.3) 1%(41.3) 16 ga - - U U U I - - P3000 1%(41.3) 1%(34.9) 12 ga - - U U U I - - P3300 1Va(41.3) %(22.2) 12 ga 12 ga - U - I - - P4000 1%(41.3) 136 (20.6) 16 ga 16 ga 0.078 (2.0) • 0 0 - U - - P4100 1%(41.3) 13/16 (206) 14 ga - . - U P4400 1%(41.3) 1(25.4) 12 ga - P4520 1%(41.3) 13/16 (20.6) 12 ga - - U U - - - P5000 1%(41.3) 3¼ (82.6) 12 ga 12 ga - U U U U - - P5500 lYe (41.3) 1 2I16 (61.9) 1 12 ga - 0.109 (2.8) 1 • CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH Area Weight I s Allow. Moment Channel In' (cm2) lbs/ft (kg/rn) In' (cm4) In2(cm4) In-lbs (N.m) P5001 1.793 6.10 6.227 1.916 48,180 11.57 9.1 259.2 31.4 5,440 P1004A 1.965 6.68 4.068 1.669 41,980 12.68 9.9 169.3 27.4 4,740 P5501 1.452 4.94 2.805 1.151 28,940 9.37 7.3 116.8 18.9 3,270 P1001C41 2.221 7.55 1.856 1.142 28,720 14.33 11.2 77.2 18,7 3,250 P5000 0.897 3.05 1.098 0.627 15,770 5.78 4.5 45.7 10.3 1,780 P1001 1.111 3.78 0.928 0.571 14,360 7.16 5.6 38.6 9.4 1,620 P1101 0.835 2.84 0.733 0.451 11,340 5.39 4.2 30.5 7.4 1,280 P3001 1.000 3.40 0.591 0.430 10,810 6.45 5.1 24.6 7.0 1,220 P5500 0.726 2.47 0.522 0.390 9,820 4.68 3.7 21.7 6.4 1,110 P2001 0.684 2.32 0.618 0.381 9,570 4.41 3.5 25.7 6.2 1,080 P9200 0.489 2.23 0.279 0.297 7,480 3.16 3.3 11.6 4.9 850 P4401 0.849 5.77 0.26 0.26 6,410 5.48 8.5 10.6 4.2 725 A1001 0.609 2.07 0.302 0.242 6,070 3.93 3.1 12.6 4.0 690 P9000 0.387 1.88 0.166 0.205 5,150 2.50 2.8 6.9 3.4 580 131000 0.555 1.89 0.185 0.202 5,070 3.58 2.8 7.7 3.3 570 P3301 0.790 2.69 0.176 0.201 5,060 5.10 4.0 7.3 3.3 570 P4521 0.77 2.62 0.15 0.18 4,538 4.97 3,9 6.1 2.9 513 Combinations not shown in catalog are available on special order. Consult factory for more details. Area Weight I s Allow. Moment Channel In' (cm') lbs/ft (kg/m) In (car') In3(cm3) In-lbs (N.rn) P1100 0.418 1.42 0.145 0.162 4,060 2.69 2.1 6.0 2.6 460 P3000 0.500 1.70 0.120 0.153 3,850 3.23 2.5 5.0 2.5 430 P41 0 1 0.579 1.97 0.117 0.143 3,610 3.74 2.9 4.9 2.4 410 P2000 0.342 1.16 0.125 0.140 3,520 2.21 1.7 5.2 2.3 400 P4001 0.478 1.66 0.104 0.128 3,210 3.14 2.5 4.3 2.1 360 A3301 0.459 1.56 0.077 0.103 2,590 2.96 2.3 3.2 1.7 290 P4400 0.424 2.89 0.053 0.092 2,300 2.74 4.3 2.2 1.5 260 A1000 0.305 1.04 0.061 0.086 2,170 1.96 1.5 2.5 1.4 250 P3300 0.395 1.34 0.037 0.072 1,800 2.55 2.0 1.5 1.2 200 P4520 0.384 1.31 0.031 0.064 1,615 2.48 1.9 1.3 1.0 183 A4001 0.264 0.90 0.037 0.058 1,470 1.70 1.3 1.5 1.0 170 P6001 0.213 0.73 0.045 0.055 1,400 1.38 1.1 1.9 0.9 160 P41 00 0.290 0.98 0.026 0.054 1,360 1.87 1.5 1.1 0.9 150 P4000 0.244 0.83 0.023 0.049 1,230 1.57 1.2 0.9 0.8 140 A3300 0.230 0.78 0.017 0.038 950 1.48 1.2 0.7 0.6 110 P6000 0.107 0.36 0.009 0.020 510 0.69 0.5 0.4 0.3 60 P7001 0.148 0.50 0.007 0.018 460 0.96 0.8 0.3 0.3 50 P7000 0.074 0.25 0.002 0.007 170 0.48 0.4 0.1 0.1 20 U) LU UNISTRUT PI000® DF GR HG PG PLI 1 W' ¼" 41.3 7.1 ::ifEj9i5 3.2 2 2 WIIiOO Ft:189 Lbs (281 kg/100 m) Allowable Moment 5,070 In-Lbs (570 N.m) 12 Gauge Nominal Thickness .105" (2.7mm) P1001 DF GR HG PG PLI Wt/100 Ft: 378 Lbs (562 kg/100 m) Allowable Moment 14,360 In-Lbs (1,620 N.m) 12 Gauge Nominal Thickness .105" (2.7mm) PI000DS P1000 H3 [10 GR HG PG PL I PI000HS [IN GR HG PG PL I PI000KO 1GRPG I ½" (22.2) Knockouts Slots are 2 (69.9) x ½" (22.2) 3 ½" (88.9)00 1 ½" (47 eonCenter5~D 1 ½" (47.6) on Center Center 1/16" (14.3) Dia. Notes 9A6" (14.3) Dia. Notes 6" (152.4) on Center 3/4 " 5D Pipe Clamp (19.1) s can be Mounted on Both Sides Wt/100 Ft: 173 Lbs (257 kg/100 m) WtJ100 Ft: 175 Lbs (260 kg/100 m) WV100 Ft: 190 Lbs (283 kg/100 m) Wt/100 Ft: 185 Lbs (275 kg/100 m) P1000 SL I GR HG PG PL I P10001 III DF GR HG PG PLI P1000 WI OR DF GR HG PG PLI Slots are 3"(76.2) x %2"(10.3) Slots are Slots are 4"(t 1½" (28.6)0 '/16" (14.3) 2" (50.8)0 "/16'(17.5) on Center 2" (50.8)ter (302) 13/re' (38.1) ½ (22.2) (12.7) (25.4) Wt/100 Ft: 185 Lbs (275 kg/100 m) Wt/100 Ft: 185 Lbs (275 kg/100 m) WtI100 Ft: 185 Lbs (275 kg/100 m) CHANNEL Nuis (REFER TO PAGES 73,74 FOR DETAILS) [M SEE PAGE 73, 74 I P1006-0832 P1008T P100611420 P1024 P1012S P3006-0832 P3006-1024 P3016-0632 P3016-0832 I P1006-1024 P1006-1420 P10101 Y P1023S P3006-1420 P3016-1024 P1007 P3007 P3016-1420 P1008 P3008 P1009 P3009 P1010 P1012 P1023 P3010 P1024S Channel Finishes: DF, PL, GR, HG, PG, ZD; Standard Lengths: 10'& 20' MI 1CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCKI .-41.3.1 H~ -I Mec!ii,icI Aflchorrj Syst?n1s KWIK B riExpansion Anchor 3.3.5.1 KWIK Bolt TZ product description The KWIK Bolt TZ (KB-TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel, type 304 and type 316 stainless steel versions. The anchor diameters range from 3/8-, 1/2-, 5/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide specifications Torque controlled expansion anchors shall be KWIK Bolt TZ (KB-T2) supplied by HIM 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 ACl 318 Section Dl. ACI 349-01 Nuclear Design Guide is available. Call Hilt Technical Support. 3.3.5.1 Product description 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation instructions. 3.3.5.5 Ordering information Impact section dog point Nut Lci_ — Washer Red - mark Anchor_ -- thread Anchor body S Stainless steel expansion - sleeve (wedges) 4 Expansion - cone Llstinos/Aorovals ICC-ES (International Code Council) ESR-1917 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 Independent code evaluation lBCe( IRC 2012 lBC®/IRC2OO9 - 1/ lRC2OO6 Hilti, Inc. (US) 1-800-879-8000 I www.us.h8tl.com I en esptoI 1-800-879-5000 1 Hilti (Canada) Corp 1-800-363-4458 1 www.hlltca I Anchor Fastening TethnlcalGulde 2014 211 MhnricI Anchoring Systems I KWIK Bolt TZ Expansion Anchor O 3.3.5.2 Material specifications Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (ib) Tension (Ib) 3/8 NA 6.744 112 7,419 11,240 5/8 11,465 17,535 3/4 1 17,535 1 25,853 Carbon steel anchor components plated In accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. - - Expansion sleeves (wedges) are manufactured from type 316 stainless steel Stainless steel Stainless steel KB-Tz anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear Ob) Tension (lb) 3/8 5,058 6,519 1/2 8,543 12,364 - 5181 13,938 19,109 - 3/4 1 22,481 24,729 • All nuts and washers are made from type 304 or type 316 stainless steel respectively. Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI B18.22.1, 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 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-1 917 and the equations within ACI 318-11 Appendix D. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.7. 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, 212 11181, Inc. (US) 1-800-879-8000 1 www.u.hIItI.ccm I an español 1-800-879-5000 I 111111 (Canada) Corp. 1-800.363-4458 iwww.hlltl.ca I Anchor Fastening Technical Guide 2014 - Mechanical Anchoring SyF,tOm KWIK4Bolt TZ4Expansion Anchor 3.3.5 Table 1 - KWIK Bolt TZ specifications Setting - Nominal anchor diameter d 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. 2-5/16 2-3/8 3-5/8 3-9/16 4-7/16 4-5/16 5-9/16 embedment h ''" (mm) (59) (60) (91) (91) (113) (110) (11 Q) Effective minimum h 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) Min.holedepth h0 in. 2-5/8 - 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 67) (67) (102) (9 5) (121) (117) (146) in. 1/8 1/8 1/8 1/8 Mm. thickness of XtUIB tm n/a n/a rva () (3) (3) (3) (3) in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 Max. thickness of fixture t. (mm) (57) (101) (70) (143) (121) (117) (92) ft-lb 25 40 60 110 Installation torque T4 (Nm) (34) (54) (81) (149) In. 7/16 9/16 11/16 13/16 Fixture hole diameter dh (mm) (11.1) (14.3) (17.5) (20.6) Available anchor lengths I.,h In. 3 3-3/4 5 3-3/44-1/215-1/2 7 4-3/4 6 8-1/2 10 5-1/2 8 10 (76) (95) (127) (95) (114)140) (178) (121) 1 (152) (216) (254) (1 40) (203) (254) (mm) Threaded length In. 7/8 1-5/8 2-7/8 1-5/8 2-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 4 6 including dog point 'th (mm) (22) (41) (73) (41) (60) (86) (178) (38) 1 (70) C1 33) (171) (38) (102) (152) In. 2-1/8 2-1/8 3-1/4 4 Unthreaded length ',nthr (mm (54) I (54) (83) (102) 0 1 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. 0 Figure 1 - KWIK Bolt TZ specifications Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlw.com I an espoi1-800-879-5000 1 Hiiti (Cenade) Corp. 1-800-363-4458 1 www.hlltica I Anchor Fastening Technical GuIde 2014 213 .3.3.5 KWIK Bolt TZ Expansion Anchor Table 2 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in uncracked concrete" Tension - 40N,, Shear- 4V Nominal Effective Nominal - - anchor embed, embed. 1', - 2500 psi f'-3000 JO - 4000 psi f 6000 psi f 2500 psi f 3000 psi f 4000 psi f 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kNO lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb acts 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) (9.0) 92) (11.3) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 2,205 2,415 2,790 3,420 2,375 2,605 3,005 3,680 (51) (60) (9.8) (10.7) (12.4) - (15.2) (10.6) (11.6) (13.4) (16.4) 1 3-1/4 3-5/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250 (63) (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 8,675 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 4-7/16 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) 3-3/4 4-5/16 5,380 5,895 6,810 - 8,340 12,200 13,365 15,430 18,900 (95) (110) (23.9) (26.2) (30.3) (37.1) (54.3) (59.5) (68.6) (84.1) 3/ 4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) (30.9) (33.8) (39.1) (47.8) (77.4) (84.7) (97.9) (119.9) Table 3 - Hilti KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concret&aW Tension - 4N0 - Shear - 4V0 Nominal Effective Nominal anchor embed. embed. 1 2500 psi f - 3000 psi I , = 4000 psi f' = 6000 psi f 2500 psi f' - 3000 psi f 4000 psi f', 6000 psi diameter In. (mm) lbN) lb (W) lb (M) lb (W) lb (W) lbN) lb(kN) Ib(kN) 2 in' (mm) 2-5/16 1,475 1,615 1,865 2,285 1,685 1,845 2,130 2,605 3/8 (51) (6.6) (7.2) (8.3) (10.2) (1.5) (8.2) (9.5) (11.6) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1 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 3-9/18 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 44/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8,640 9,465 10,930 13,390 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 3/4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) (27.9) (32.2) (39.4) (54.8) (60.0) (69.3) (84.9) See section 3.1.7.310 convert design strength value to ASD value. Unear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors in tables 6 toll 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, X - 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by e= 0.75. See section 3.1.7.4 for additional Information on seismic applications. go S 214 HItti, Inc. (US) 1-800-879.8000 I www.us.hilti.com I en español 1.800-879-5000 I Hill (Canada) Corp. 1-800-383-4458 1 www.hlltLca 1 Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 4- Steel strength for HIM KWIK Bolt TZ carbon steel anchors1 Nominal anchor - Tensil& (pNM Shear' 4)V Seismic shear' 4)V diameter lb (jcN) lb (kN) lb QCN) 4,875 2,335 1,465 3/8 (21.7) (10.4) (6.5) 8,030 - 3,570 3,570 1/2 (35.7) ' (16.9) (15.9) - 12,880 5,260 4,940 5/8 (57.3) (23.4) (22.0) 18,840 8,890 7,635 3/4 H (83.8) (39.5) (34.0) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Hllti KWIK Bolt 12 carbon steel anchors are to be considered ductile steel elements. 3 Tensile 4N, - 4) A l as noted In ACI 318 Appendix D. 4 Shear values determined by static shear tests with 4)V <4)0.60 A.v f as noted In ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 4)V <40.60A , f as noted in ACI 318 Appendix D. See section 3.1.7.4 for additional Information on sersmlc appIlcaons. Figure 2 Anchors not permitted area Case 2 I] Concrete Edge For a specific edge distance, the permitted spacing is calculated as follows: - s) IM S k Sffdn,2 - Ch, at mini mIr2 - at m&2 ,i,.2 "edge distance C Table 5 - KWIK Bolt TZ carbon steel Installation parameters' Setting Nominal anchor diameter d0 - 3/8 - 1/2, 5/8 3/4 - information Symbol Units Effective minimum In. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment 0 Jj (51) (51) (83) (79) (102) 5) (121) Ml member thickness in. 4 5 n. 6 6 8 5 6 8 6 8 8 (102) (127) (102) (152) (152) (203) (127). (1 52) 1 (203) (152) 003) (203) In. 2-1l 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 C, (64) (70) (60) (92) (83) (121) (105) Case 1 for In. 5 5-3/4 5-3/4 8-1/8 5-7/8 - 10-1/2 8-7/8 Sj (127) (145) (14 (149) (267) (225) in. - 3-5/6 - 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7.3/4 2 CITifl.2 (92) (105) -(89) _1L (108) (241) iIL for in. 2-1/2 2-3/4 2-3/8 3.1/2 - 3 5 4 (64) (70) (6 0) JL (78) (127) 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Unear interpolation for a specific edge distance c, where c,1 <C < c,,, will determine the permissible spacings. Li HIS, Inc. (US) 1.800-879.8000 I www.ue.hiltLcDrn I an eepañol 1 -800-879.5000 I i-lilt (Canada) Corp. 1-800-383-4458 1 www.hHtLca I Anchor fastening Technical Guide 2014 215 O KWIK Bolt TZ Expansion Anchor Table 6- Load adjustment factors for 3/8-In, diameter carbon steel KWIK Bolt TZ in uncracked concrete"2 Edge Edge distance in shar Conc. Spacing distance Spacing thickness factor factor in factor .1. Toward factor in 3/8-in. KB-TZ Cs in tension tension in shear' edge II To edge shear4 uncracked concrete fAN 'AN lAY f. ifW JF1I Effective in. 2 2 2 2 2 2 embed. h (mm) (51) (51) 1 (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) CD 2-1j2 (64) 0.71 0.60 0.60 0.49 0.60 n/a 19 3 (76) 0.75 -0.69 0.62. 0.64 0.69 § 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 3-5/8 (92) 0.80 0.83 0.65 0.85 0.85 n/a ? E 4 (102). 0.83 0.91 0.67 0.99 0.99 0.81 4-1/2 (114) 0.88 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 g 5-12 J1 40) 0.96 0.73 0.95 '2 6 (152) 1.00 0.75 1.00 7 (178) - 0.79 8 j203) 0.83 9 (229) 0.87 10 (254) 0.91 11 (279) - 0.95 , 12 (30 1.00 Table 7 - Load adjustment factors for 3/84n, diameter carbon steel KWIK Bolt TZ In cracked concrete'-' Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor I Toward factor in 3/8-in. KB-TZ CS in tension tension in shear3 edge II To edge shear4 cracked concrete fAM Jr.lAy IRA fRy flAY Effective In. 2 2 2 2 2 2 embed. h,, (mm) (51) (51) (51) (51) (51) 1) 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) 21/2 $4) 071 087 060 049 087 n/a 3 (76) 0.75 1.00 0.62 0.65 1.00 n/a 3-1/2 (89) 0.79 1.00 0.65 0.82 1.00 n/a 3-5/8 (92 0.80 1.00 0.65 0.86 1.00 - We E 4 (102) 0.83 0.67 1.00 0.82 4-1/2 (114) 0.88 0.69 I 1.00 - 0.87 5 (127) 0.92 : 0.71 0.91 g 5-1/2 (140) 0.96 0.73 - 0.96 CU 6 1.00 0.75 1.00 7 (178) 0.79 8 (203) 0.83 -.- 9229j 0.87 10 (254) - 0.92 11 (279) 096 12 (305) 1.00 1 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction In shear, 'AV' assumes an influence of a nearby edge. If no edge exists, then f Av = 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f - 1.0. S E] 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 perrnissable edge distance, spacing and concrete thickness combinations. 216 HIM, Inc. (US) 1-800-879.8000 1 www.ua.hllti.com I en espaitoi 1.800-879-5000 1 HIM (Canada) Corp. 1-800-363-4458 I www.hiitLca I Anchor Fastening Technical GuIde 2014 C KWIK Bolt TZ Expansion Anchor 3.3.5 Table 8- Load adjustment factors for 1/2-In, diameter carbon steel KWIK Bolt TZ In uncracked concrete1' 1/2-In. KB-TZ CS uncracked concrete Spacing factor in tension f Edge distance factor in tension f 4 Spacing factor in shear3 JAY - Edge distance in shear Conc. thickness factor in shear4 f -L toward edge f______ 11 to edge f Effective in. embed. hr (mm) 2 (51) 3.1/4 (63) 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. hp. (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (6(3 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) - 24/8 (60) n/a 062 n/a 041 n/a 054 n/a (113 n/a 026 n/a n/8 21/2 (94) n/a 063 n/a 042 n/a 055 n/a 014 n/a 028 n/a n/a 2.3)4 (7(3 073 0.64 0.51 0.44 0.62 0.55 0.51 0.16 0.51 0.33 ri/a n/a 0) 3 (76) 0.75 .0.65 0.55 .0.46 0.63 0.55 0.55 0.19 0.55 0.37 ri/a ri/a 3.1/2 (89) 0.79 0680.64 0.51 .0.65 0.56 0.64 023 0.64..0.47 ri/a ri/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./8 (105) 0.84 0.71 0.75 0.57 0.68 0.57 0.75 0.30 0.75 0.57 0.85 n/a -E 41/2 (114) 088 073 082 061 070 0.58 0.82, 0.34 082 1 061 089 n/a 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a . 5-1/2 (1(3 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 4146)' 0.98 0.79 0.77 0.75 0.60 0.49 0.77 1.00 n/a 5 ' - 6 152} 1.00 0.81 0.80 0.76 0.61 0.53 -0.80 - --5F COD 7 (178) 086 093 081 063 066 093 071 . (203) . 0.91 1.00 0.85 0.64 0.81 100 0.76 .(229) -0.96 0.89 0.68 0.97 _______ _______ _______ 0.81 ' Ti0 (254) 1.00 - i' 0.94 0.68: 1.00 0.85 11 (279) 1 .0.98 0.70 . 0.89 12 (305) ______ ______ ______ ______ 100 072 ______ 093 CO 14 ON) 075 100 16 M): 079 18 (467) 0.83 >20 _(508) . 0.86 Table 9 - Load adjustment factors for 1/2-In, diameter carbon steel KWIK Bolt TZ In cracked concrete12 1/2-in. KB-TZ CS cracked concrete Spacing factor in tension Edge distance factor in tension I RN Spacing factor in shear3 JAy Edge distance In shear Conc. thickness factor In shear4 - .L toward edge fRY II to edge J`W - Effective in. embed. hr (mm) 2 . (51) 3-1/4 (83) 2 1 (61). 3-1/4 . .(83)j 2 (51) 3-1/4 (63) 2 (51) 3-1/4 (83) 2 (61) 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). (92) 2-3/8 (60) 35/8 (92) 2-3/8 (60) 3.5/ (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 . (60) 3-5/8 (92) 2-3J8(60) rte 0.62 .ri/a 0.63. ri/a 0.54 n/a 0.13 n/a -0.26 ri/a ri/a - 2 1/2 (84) n/a 063 ri/a 065 ri/a 055 ri/a 1 014 n/a 029 n/a n/a 2-3/4(70) 073 064 093 068 062 055 062 J 016 093 033 n/a ri/a -3 (76) 075 _065 100 071 063 055 071 019 100 038 r n/a 079 068 1_00 079 065 0.56 089 0.24 1_00 047 ri/a n(a 4(102) 0.83 0.71 1.00 - 0.88 -1 0.68 0.57 . - 1.00 0.29 1.00 0.56 0.84 ri/a __(105) 0.84 1 0.71 1.00 0.88 0.68 0.58 1.00 0.30 1.00 0.61 0.85 n/a E 4-1/2 _(114) 0.88 0.73 0.94 0.70 0.58 0.34 - . 1 0.69 0.89 ri/a 5(121) 092 076 100 072 059 040 081 094 n/a 5-1/2 _(140) 0.96 0.78 0.74 0.60 0.47 '0.93 0.98 We 53/4 _(146) 098 079 075 060 050 100 100 ri/a € - (152) 1.00 - 0.81 . . 0.76 0.61 0.53 1.00 0.66 7 (178) 0.86 0.81 0.63 0.67 - 0.71 , ..0.91 0.85 0.65 0.82 0.76 9 ______ 098 090 066 098 081 10 _(254) 1.00 - ' 0.94 0.68 1.00 ____ 0.85 11 (279) . 0.98 0.70 . L ______ 0.90 0) 12 .(305) - . - 1.00 0.72 0.94 14 (3561 076 16 (406) 0.79 18 18 (457) _ 083 - - '20(508) - 086 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction In shear, f., assumes an influence of a nearby edge. If no edge exists, then JAY 4 Concrete thickness reduction factor in she&. J, assumes an influence of a nearby edge. if no edge exists, then f. - 1.0. If a reduction factor value Is In a shaded cell, this indicates that this specific edge.distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate pennissable edge distance, spacing and concrete thickness combinations. Mliii, Inc (US) 1-800.87948000 1 Www.us.hHti.com I an español 1-800-879-5000 I Hilti (Canada)Corp. 1-800-363-4458 I www.htltLce I MchorFastenlngTethnical Guide 2014 217 Mechanica~ Anchoring Systems O KWIK Bolt TZ Expansion Anchor Table 10- Load adjustment factors for 5/84n, diameter carbon steel KWIK Bolt TZ In uncracked concret&'2 5/8-in. KB-TZ Cs uncracked concrete Spacing factor in tension Edge distance factor in tension Spacing factor in shear' Edge distance in shear Conc. thickness factor In shear4 .1. toward edge f. II to edge Effective in. embed. h (mm) 3.1/8 (79) 4 (102) 3-1/8 (79) 4 - (102) 3-1/8 (79) 4 (102) 3-1/6 (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 064 nJa 046 nj_ 055 n/a 017 n/a 034 n/a n/a 3-112 (89) 069 I 065 r n/a 048 057 058 n/a 019 n/a 038 n/a n/a 3_5/8_(92) 069 065 060 048 057 056 028 0.20 056 0.40 n/a n/a 4(102) 071 067 084 051 058 056 032 023 064 047 n/a n/ 4-1/4(108) 0.73 0.68 0.67 0.53 0.58 0.57 0.35 0.26 0.67 0.51 n/a n/a 4-1/2__(114); 4.3/4(121) 0.74 0.75 1 0.69 1 0.70 0.70 0.73 0.56 0.58 0.59 0.59 0.57 0.58 0.38 0.42 028 0.30 0.70 0.73 0.56 0.58 n/a n/a n/a n/a - 5 (127) 0.77 0.71 0.77 0.60 0.60 0.58 - 0.45 0.33 0.77 0.60 0.63 n/a - 5-1/2(140) 0.79 -0.73 0.85 0.64 0.61 0.59 0.52 0.38 0.85 0.64 0.66 n/a 4 . 5-7/8_(14 0.81 0.74 0.90 0.67 0.62 0.59 0.57 0.42 1 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 6-118(158) 0.83 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 k B(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 1 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 cc 16 .(4)_ ______ ______ 0.81 0.75 _______ ______ ______ _______ _______ 1.00 - CL 18 (457) 0.85 0.78 20 (508) ______ ______ ______ 0.89 0.82 22 (559) 0.93 0.85 - >24 (610j - 097 088 TihlA 11 - t ned cidhistmpnt factors for 5/8-In, diameter carbon steel KWIK Bolt TZ in cracked concret&' 5/8-In. KB-TZ CS cracked concrete Spacing factor in tension Edge distance factor in tension fRN spacing factor in shear' Edge distance in shear Conc. thickness factor in shear4 f ", I I toward edge f,, II to edge Effective in. embed. h (mm) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) - 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. 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 rVa0.55 n/a n/a n/a rVa_ rJa 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 31/2 (89) 069 1 065 n/a 069 057 0.56 n/a 019 n/a 039 n/a n/a 3-5/8 i91 069 065 083 071 057 056 028 0.20 056 041 i-Va 4 (102) 0.71 1 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 rVa 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 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 - E 4-3/4 (121) 0.75 . 0.70 1.00 0.84 0.59 0.58 0.42 1 0.31 0.84 0.61 _j/a n/a ,g. 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 (1 40) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a - 5-718 (149) 081 074 098 062 059 058 042 084 068 n/a 'S - 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 I 0.80 0.62 0.45 0.89 0.69 0.62 . 8 (203) 093 083 _______ 066 063 0.92 067 1_00 079 071 10 (254) 100 092 070 066 100 093 089 080 12305) 1.00 - 0.74 0.69 1.00 0.97 0.87 14 IM) _______ _______ 078 072 1_00 094 18 _(406) 0.82 - 0.75 _______ _______ _______ ______ ______ 1.00 18 j47 0.85 0.79 20 (608) 0.89 0.82 22 (559) 0.93 0.85 - 1 >24 (61 _______ _______ 0.97 1 0.88 1 Unear 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 Huh PROFIS Anchor Design software or perform anchor calculation using design equations from ACi 318 Appendix D. S 3 Spacing factor reduction in shear, f, 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 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. 218 Hiltl, inc. (JS) 1.800-879-8000 I www.ua.hiltt.com i en español 1-800-879-5000 i Hiti (Canada) Corp. 1-800-363-4458 1 www.hiitLca i Anchor Fastening Technical Guide 2014 S - - KWIK Bolt TZ Expansion Anchor 3.3.5 Table 12- Load adjustment factors for 3/44n. diameter carbon steel KWIK Bolt TZ in uncracked concret&2 3/4-in. KB-TZ CS uncracked concrete fFW Spacing factor In tension Edge distance factor in tension Spacing factor in shear' Edge dislance in shear Conc. thickness factor in shear4 I toward edge f,,_____ II to edge Effective in. embed. h,1 (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 43/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. h,. (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (142) 4 (102) n/a 064 n/a n/a n/a 056 n/a n/a n/a n/a n/a n/a n/a 064 n/a 0.55 n/a 0.56 n/a 0.21 n OA1 nJa n/a n/a 066 n/a 057 n/a 056 n/a 024 n/a 047 n/a n/a n/a 0.67 0.49 0.59 ra 0.57 0.35 026 0.49 0.51 n/a H4-3/4(1211! 072 068 051 061 059 n/a 057 038 028 051 055 n/a rtJa 074 069 055 065 060 058 043 032 055 064 a/a n/a 0.77 0.71 0.60 0.69 0.60 0.58 0.49 0.36 0.60 0.69 0.65 n/a S9 078) 0.81 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 rVa 7.3/4 (197) 0.84 0.17 - 0.78 0.86 0.63 0.81 0.72 0.53 0.78 0.86 0.73 n/a - 8 1203) 086 078 080 089 064 061 076 0.56 080 089 075 087 7/8 (225). 0.89 0.81 0.89 0.99 1 0.65 0.63 0.89 0.65 0.89 0.99 0.78 0.71 9-1/2 (241) 0.92 0.83 0.95 1.00 0.66 0.63 0.98 0.72 0.98 1.00 0.81 0.73 - 10 54) 094 085 100 067 064 100 078 100 1 0.83 075 10-1/2 67J:0.97 0.87 0.68 0.65. 0.84 0.85 0.77 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 0.82 14 (356) 0.89 - 0.74 0.70 0.99 0.89 16 (406) 1 00 078 073 1.00 095 18 (457) 0.81 1 0.75 20 (508) 0.85 0.78 22 559) - 0.88 0.81 - >24 10) 0.92 0.84 Table 13- Load adjustment factors for 3/4-in, diameter carbon steel KWIK Bolt TZ In cracked concrete12 3/4-In. KB-TZ CS cracked concrete Spacing factor In tension f.fpj.J Edge distance factor in tension - Spacing factor in shears JAy Edge distance In shear Conc. thickness factor In shear' .L toward edge Ii to edge Effective in. embed. h (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 43/4 (121) 33/4 (95) 43/4 (121) 3-3/4 (95) 4-3/4 (121) 33/4 (95) 4-3/4 (121) 33/4 (95) 43/4 (121) Nominal In. embed. h, - (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4.5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 45/16 I (110) 5-9/16; (142) - 4 (102) n/a 064 r(/a n/a n/a 056 n/a jfa n/a n/a n/a - no 4 1, (105) n/a 064 n/a 069 n/a 058 r 021 n/a 042 n/a n/a 4-1/2 114) n/a 066 n/a 073 n/a 058 n/a 024 n/a 048 n/a nja 4-3/4 (121) n/a 067 0.88 075 n/a 057 035 026 I 070 052 n/a n/a 5 (12?) 072 068 091 077 059 057 038 028 076 056 n/a n/a 8 5-1/2 (140) 074 0.69 098 0.83 060 0.58 044 1 0.32 087 0.64 n/a n/a_ 6 _(152)0.77 0.71 1.00 0.88 0.60 0.59 0.50 0.37 1.00 0.73 0.65 n/a 7 _(178)0.81 0.75 1.00 0.99 0.62 0.60 0.63 0.48 1.00 0.920.70 n/a 73/4 (197) 0.84 0.77 1.00 1.00 0.84 0.61 0.73 0.54 1.00 1.00 0.74 n/a 8(203) 0.88 0.78 1.00 0.64 0.61 0.77 0.56 1.00 ______ 0.75 0.67 8-71B 1225) 0.89 0.81 1.00 0.65 - 0.63 0.90 0.66 1.00 0.79 0.71 91/2 (241) 092 083 100 067 064 099 073 100 081 074 10 (254) 094 085 ___ 067 064 100 079 084 075 101/2 (267) 097 087 __ 068 065 085 088 077 12 (305) 100 092 __ 071 067 100 ______ ______ 092 083 14 (358) 099 ___ 074 070 099 089 16_(408) 100 MI ____ 078 0_73 _______ 1_00 095 CL 18 (457) ___ 0.81 076 1.00 20 (508) I 0.78 22 ____ 0.85 __(359) ___ 088 081 >24 (610) 0.92 0.84 1 Uner interpoistlon not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction In shear, fA, assumes an influence of a nearby edge. if no edge exists, then f Av = f. L, 4 Concrete thickness reduction factor In shear, JHV' assumes an influence of a nearby edge. If no edge exists, then f 1.0. E 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 pennissable edge distance spacing and concrete thickness combinations. 3.3.5 S Hilti, inc. (US) 1-800-879.8000 1 www.usjillti.com I en espafiol 1-800-879-6000 1 Hilti (Canada) Corp. 1-800-363-4458 I Wwwiiiltl.ca I Anchor Fastening Technical Guide 2014 219 O KWIK Bolt TZ Expansion Anchor Table 14- Hilti KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure in tincracked concrete' Tension - (pNn She Nominal Effective Nominal anchor embed. embed. f' 2500 psi f' 3000 psi f' = 4000 psi I'© - 6000 psi f' = 2500 psi f 3000 psi f' = 4000 psi f', = 6000 psi diameter in. (mm) in. (mm) lb (kN) lb (kM 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 6,875 9,280 10,165 11,740 14,380 (79) 1 (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 4 1 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 5,865 - 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (25.2) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 7,825 8,575 9,900 12.125 17,390 19,050 22,000 26,945 (121) (142) (34.8) (38.1) (44.0) (53.9) (77.4) (84.7) (97.9) (119.9) Table 15 - Hilti KWIK Bolt TZ stainless steel design strength with concrete / pullout failure In cracked concrete"' - Tension - 4N - Shear - Nominal Effective Nominal anchor embed. embed. f' -2500 psi f' = 3000 psi I' = 4000 psi f' = 6000 psi I. - 2500 psi I'. = 3000 psi IC'- 4000 psi f' = 6000 psi diameter In. (mm) In. (mm) lb (kN) lb (kN) lb (kN) lb cN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,520 1.665 1,925 2,355 - 1,685 ' 1,645 2,130 2,605 3/8 (51) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 ' 2-318 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) 518 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) (253) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 3/4 4-3/4 5-9/16 5,720 6,265 7,235 8,860 12,320 13,495 15,585 19,085 (121) (142) (25.4) , (27.9) (32.2) (39.4) 1 (54.8) (60.0) (69.3) See section 3.1.7.3 to convert design strength value to ASD value. Linear interpolation between embedment depths and concrete compressive strengths is not permitted. Apply spacing, edge distance, and concrete thickness factors In tables 18 to 25 as necessary. Compare to the steel values in table 16. The lesser of the values is to be used for the design. Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by A as follows: for sand-lightweight, X - 0.68; for all-lightweight, AC = 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by u, = 0.75. See section 3.1.7.4 for additional information on seismic applications. 220 HiS, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I e eapaflal 1-800-879-5000 I Hltti(Canada) Corp. 1-800-383-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 16 - Steel strength for Hilti KWIK Bolt TZ stainless steal anchors"2 Nominal anchor Tensile' 4)N Shear' 4)V, Seismic shear' 4)V diameter lb(kN) lb (W) lb (W) - 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) 13,410 6,415 6,080 - 5/8 (59.7) (28.5) (27.0) 18,040 10,210 8,380 3/4 (80.2) (45.4) (37.3) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 HiltI KWIK Bolt 12 stainless steel anchors are to be considered ductile steel elements. 3 Tensile (pN = A f as noted in AOl 318 Appendix D. 4 Shear values determined by static shear tests with 4)V <4)0.60 f as noted in ACA 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with 4 < 4)0.60 A f as noted in ACI 318 Append lx 0. See section 3.1.7.4 for additional information on seismic applIcations. Figure 3 Anchors not permitted For a specific edge distance, the permitted spacing is calculated as follows: in shaded area Case (S —s ) S ~ + - n,ln,I c (c - C 1 1 Cmini irdn,2 2) c 1 at j nss at s rn2 Concrete ' c ' nn,1 p Edge edge distance c Table 17 - Stainless steel KWIK Bolt TZ installation parameters' Setting - Nominal anchor diameter d 3/8 12 5,8 3/4 Information §ymbol Units Effective minimum h In. 2 2 3-1/4 3-1/8 4 3-3/4 43/4 embedment1 " _L (51) -. (51) (83) .J!L (102) (95) (121) - In. 4 5 4 6 6 8' 5 6 8 6 8 Mm. member thickness (mml (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) 1 (2 3) In. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 Case C 1 (mm) (64) (73) (54) (60) (108) (102) for 5 53/4 51/4 5 1/2 51/2 10 8-1/2; S (mm) (127) (146) (133) . (140) I (254) (216). in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 I 91/2 7 Case 2 (mm) (89) (114) (83) - (105) (108) (241) (178) for in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 JL (57) (73) (51) (60) (127) 1 Unear interpolation is permitted to establish an edge distance and spacing combination between Case l and Case 2. Unear interpolation for a specific edge distance c, where c 1 <C <c,, will determine the permissible spacings. U . S i-flu, Inc. (US) 1-800-879-8000 I www.us.hNti.com I an espafuoll-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hlitLca I Anchor Fastening Technical Guide 2014 221 O KWIK Bolt TZ Expansion Anchor Table 18 - Load adjustment factors for 3/8-In, diameter stainless steel KWIK Bolt TZ in uncracked concrete'" Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor j. toward factor in 3/8-in. KB-TZ 58 in tension tension in shear" edge II to edge shear4 uncracked concrete 'AN 'AV fRy '1W 11411 Effective in. 2 2 2 2 2 2 embed. h,1 (mm) (51) (51) 1 (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) ID 2-1/4 (57) 0.69 rVa 0.59 ra R/a n/a E 2-1/2 (64) 0.71 - 0.60 0.60 0.49 0.60 rtja § 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a E 4 (10) 0.83 0.91 0.67 0.99 - 0.99 0.81 j 4-1t2 (1 14) 0.88 1.00 0.69 1.00 1.00 0.86 . 5 (127) 0.92 0.71 0.91 5-1)2 (140) 0.96 0.73 0.95 4) 2 6 (152) 1.00 0.75 1.00 7 (178) 0.79 8 (2031 - 0.83 I - 9 (229) 0.87 - 10 (254) ' 0.91 CL 11 (279) 0.95 12 305 1 too Table 19 - Load Adjustment Factors for 3/8-in. Diameter Stainless Steel KWIK Bolt TZ in Cracked Concret& Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor I ..L toward factor in 3/8-in. KB-TZ SS in tension tension in shear4 edge II to edge shear' cracked concrete fAN Jr. lAy ,, Jr., fRy Jr. Effective in. 2 2 2 2 2 2 embed. h (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. h (mm) (59) (59) (59) (59) (59) (59) 2-1/4 (57) 0.69 n/a 0.59 n/a n/a n/a 0.49 2-1/2 0.71 0.87 0.60 0.87 rVa 3 (76) 075 1 1 00 t 062 065 1.00,jIa 3-1/2 (89) 0.79 1.00 0.65 0.82 tOO n/a 4 J1O2) 1 0.83 0.67 1.00 _________ 0.82 4-1/2 (114) 0.88 0.69 0.87 CO £ 5 (127) 0.92 0.71 0.91 5-1/2' (140) 0.96 0.73 0.96 ' 6 (152) 1.00 0.75 1.00 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 10 L5 4) 0.92 11 (279) 0.96 L CO 12 (305) 1.00 1 Unear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACi 318 Appendix D. 3 Spacing factor reduction In shear, 1A11' 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. It 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 perrnissable edge distance, spacing and concrete thickness combinations. 222 Hilt, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I en espafiol 1-800-879-5000 I Hilt (Canada) Corp. 1-800-383-4458 1 www.hlltl.ca I Anchor Fastening Technical GuIde 2014 [1 Mechanical Anchoring Systern- kWIK Bolt 1Z Expansion Anchor 3.3.5 Table 20 - Load adlustment factors for 1/2-in, diameter stainless steel KWIK Bolt TZ In uncracked concrete12 1/2-in. KB-TZ SS uncracked concrete Spacing factor In tension f Edge distance factor in tension fAN Spacing factor in shear" lAy Edge distance in shear - Conc. thickness factor in shear" J. toward edge II to edge Effective In. embed. In. (rrin) 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) 1 2-3/5 . (60) 3-5/8 (92) 2-3/8 (60). . 3-5/5 (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 060 ri/a ri/a n/a 054 ri/a n/a n/a ri/a ri/a ri/a 21/8 (54) Ila Def ri/a 039 n/a 054 n, 011 n/a 0.22 nJa 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 rVa ri/a 3 (76) 075 085 055 046 063 0.55 055 019 0.55 037 n)a rfa 3-1/4 (8 0.77 0.67 0.59 0.49 0.64 0.56 0,59 .0.21 0.59 0.42 n/a ri/a 3 1J2 (89) 079 068 084 0.51 0.66 I0.56 064 023 064 047 n/a ri/a 4 (102)0.83 0.71 :O.73 0.58 0.68 0.57 0.78 0.29 0.73 0.56:0.84 rIa. 4-1/2 (114) 088 073 082 061 070 0.58 082 034 082 061 089 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 ri/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 ri/a ..-. 5-1/2 (140) 0.98 0.78 1.00 0.73 0.74. 0.60 1.00 0.46 1.00 0.73 0.98 - . ri/a 6 (152) 1.00 . 0.80 0.76 0.61 0.53 0.80 1.00 0.68 (178) 0.86 0.93 0.81 0.63 0.66 :093 0.71 - 8 203) .0.81 0.91 - 1.00 0.85 . 0.64 0.81 1.00 0.76 Eca :15 (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 . 0119 12 (30 _____ _____ _____ _____ 1.00 072 - ______ _____ ______ ______ 093 co 14 (356) 0.75 too 16 (406) 18 (457) 0.83 - >20 (508) . 0.86 Table 21 - Load adjustment factors for 1/2 -in, diameter stainless steel KWIK Bolt TZ in cracked concrete' .2 1/2-in. KB-TZ SS cracked concrete Spacing factor In tension - . Edge distance factor in tension . . fp.. Spacing factor in shear" Edge distance in shear 1. Conc. thickness factor in shear4 J. toward edge IRV I - Il to edge 1RV Effective in. embed. h, (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 . . (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (6 3-5)8 (92) 2-3/8 (60) 3-5/8 I (92) ] 2.3/9 (60) 35/8 (92) 23/8 (60) 3-5/6 .(92) 2 (51L n/a 060 ri/a n/a n/a 054 n/a n/a n/a n/a n/a ri/a 2-1)8 4) ri/a 0.61 n/a 0.60 ri/a 0.54 n/a 0.11 j n/a 0.22 Ia 27/8 (73) 074 065 097 070 060 0.55 047 018 094 035 ri/a ri/a 0) 3 (76) 075 065 100 071 060 0.55 050 100 038 nJa ri/a 3-1/4 (83) 0.77 -0.67 . 1.00 0.75 0.61 0.56 0.56 021 I 1.00 0.42 nja ri/a 3-1/2 (8 0.79 0.68 1.00 0.79 0.62 . 0.56 0.63 0.24 1.00 0.47 ______ .ri/a 4 (102) 083 071 1.00 086 064 0.57 077 029 I-11.0D 058 075 n/a E 4-112 (114) 0.88 . .0.73 1.00 0.94 0.66 0.58 0.92 0.34 1.00 0.69 0.79 r1a 5 (127) 0.92 0.76. 1.00 0.67 0.59 1.00 0.40 0.81 . 0.84 ri/a 0.9 51/4 (133) 0.94 077 068 060 043 I 087 088 n/a ..5-1)2 (140)0.96 0.78 . 0.69 0.60 0.471 0.93 0.68 ri/a - (152) 100 - 081 071 081 053 J 100 092 066 7 (178) - 0.86 0.74 0.63 . 0.67 1' 0.99 -0.71 (D 8- (203) 091 078 0.65 082 I 100 078 r_(229) 0.96 081 0.66 0.98 J 0.81 . CD 10 _(254) . 1.00 0.85 0.68 1.00 1 -. 0.85 11(279) 0.88 0.70 - I 0.90 a 12 __(305) 092 I 072 094 CO 14(356) 099 1 076 1 1_00 16 (406) 100 079 18 -- (467) - . 0.83 -. >20 8) (50 . - ..., 0.86 - ... 1 Urrear 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. L, To optimize the design, use Hllti PROFIS Anchor Design software or perform anchor calculation using design equations from ACt 318 Appendix D. 3 Spacing factor reduction in shear, f,,,, assumes an influence of a nearby edge. If no edge exists, then lAy = Jr.- 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f, 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness comblnatlons. Huh. Inc. (US) 1-800-879-8000 I www.us.hlltl.com I an espanol 1-800-979-5000 I Hitti (Canada) Corp. 1 -800-383-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 223 Mechanical_____ S 3.3.5 KWIK Bolt TZ Expansion Anchor TthIA 22 - Load adlustment factors for 5/8-in, diameter stainless steel KWIK Bolt TZ In uncracked concret&'2 5/8-in. KB-TZ SS uncracked concrete Spacing factor in tension Edge distance factor in tension fRN Spacing facto; in shear' f, Edge distance in shear Conc. thickness factor in shear' JFKV .L toward edge II to edge f, Effective in. embed. h11 (mm) 3-118 (79) 4 (102) i 3-1/8 (79) 4 (102) 3-1/6 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) ji 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 1 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 2-3/8 60) n/a 060 n/a 039 n/a 0.54 n/a 0.11 n/a 021 n/a n/a 2-3/4 (70) 0.65 0.61 n/a' 0.41 0.55 0.54 /a 0.13 n/a 0.27 nja rIa I 0 3 (76) 0.66 0.63 n/a 0.43 0.56 0.55 n/a 0.15 n/a 0.30 n/a n/a 3-1/4 (83) 0.67 0.64 0.51 0.45. 0.56 0.55 0.24 0.17 0.470.34 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 1, 0.67 0.59 0.51 0.58 056 0.32 023 0.59 017 n/is n/a F 4-1d2 (114) 0.74 1 0.68 0.65 0.55 0.59 0.57 0.38 0.28 0.65 0.55 -- n/a n/a 5 (127) 0.77 0.71 0.71 0.59 0.60 0.58 0.45 0.33 0.71 0.59 0.63 n/a . 5-1/2 (140) 0.79 0.73 0.79 0.63 0.61 0.59 0.52 0.38 0.79 0.63 0.66 n/a - (15 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 0.78 1.00 0.79 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.67 (20 0.93 0.83 0.90 0.86 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 (306). 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 CL 00 20 (508) ______ ______ 0.89 0.82 22 (559) 0.93 0,85 - >24 (610) 0.97 0.88 labiA 2 - Load adlustnient factors for 5/8-1n, diameter stainless steel KWIK Bolt TZ in cracked concrete1'2 5/8-in. K8-TZ SS cracked concrete Spacing factor in tension Edge distance factor in tension Spacing factor in shear' lAy Edge distance in shear Conc. thickness factor in shear4 .L toward edge II to edge Effective in. embed. h 1 (mm) 3-1/8 (79) 4 (102) 3.1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. h,., (mm) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 1 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 2-3,3 (60) n/a 060 n/a 057 n/a 054 n/a Oil n/a 022 n/a n/a 24/4 (70) jfa 0.61 n/a 0.61 n/a 0.54 We 0.13 n/a 0.27 n/a n/a 3 (76). 0.66 0.63 n/a 0.64 0.56 0.55 n/a 0.15 n/a 0.31 n/a n/a 3-1/4 (33) 0.67 0.64 0.77 0.66 0.56 0.55 0.24 0.17 0.48 0.35 n/a nja g 3-112 (89L 0.69 0.85 0.81 0.69 0.57 0.56 0.27 0.19 0.53 0.39 i nja n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.58 0.33 0.24 0.65 0.47 n/a nJa E 4-112 (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 - (127) 077 071 100 087 060 0.58 045 033 091 066 063 nJa . 5-12 (140) 079 073 093 061 059 052 038 100 076 066 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) 087 079 064 061 075 055 1.00 074 067 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 0.86 1.00 0.93 ______ 0.89 0.80 12 (30 5) 1.00 0.74 0.69 - 1.00 0.97 0.87 14 (356) - 0.78 0.72 1.00 0.94 tM 16 (406) 0.82 0.75 1.00 18 (457) 0.85 0.79 C') 20 - (508) 0.89 0.82 22 (559) 0.93 0.85 >24 (610) - 0.97 0.88 I 1 Linear Interpolation not permitted. 2 When combining multiple load acustment factors (e.g. for a 4 anchor pattern In a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, 'AV' assumes an influence of a nearby edge. If no edge exists, then lAy = f,. 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f, 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure 3 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. S 224 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hllti.com I en espanol 1.800-879.5000 I HIM (Canad Corp. 1-800-363-4458 1 www.hlitkca I Anchor Fastening Technical Guide 2014 S n M A Mochanical Anchonrj Syta KWIK Bolt TZ Expansion Anchor 3.3.5 Table 24- Load adjustment factors for 3/4-In, diameter stainless steel KWIK Bolt TZ In uncracked concrete'2 0 3/4-in. KB-TZ Cs Spacing factor In tension Edge distance factor in tension uncracked concrete Spacing factor In shear Edge distance in shear Conc. thickness factor in shear4 i. toward edge II to edge Effective in. embed. h (mm) 3-1/8 (79) 4 (102) 3-1/8 (78) 4 (1 D2) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) 3-1/8 (79) 4 (102) Nominal in. embed. h,,,,, (mm) 4-5/16 (110) 5-9/16 (141) 1 4-5/16 (110) 5-9/16 (141) 1 4-5/16 (110) 5-9/16 (14 1) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (142) - 4 (102) n/a 0.64 'Va 0.54 1- n/a 0.56 - rI/a 0.20 n/a 0.40 n/a We a 4-1/4 (108) n/a 065 046 056 rIta 056 029 0.22 048 0.43 n/a n/a 4.1/2 (114). n/a 0.66 0.48 0.57 rI/a 0.56 0.32 0.24 0.48 0.47 n/a n/a 5 (1271 0.72 0.68 0.51 0.61 0.59 0.57 0.38 0.28 0.51 6.55 rI/a n/a 51)2 (140) 074 069 0.55 085 060 058 043 032 055 0.64 n/a rI/a - E6 (152) 077 071 0.60 069 0.60 058 049 036 060 0.69 065 rI/a ' (178) 0.61 075 070 078 0.62 060 062 7 046 070 078 070 rI/a . (203) 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 ..... - (229) 0.90 0.82 0.90 1.00 0.68 0.63 0.91 0.67 0.91 1.00 0.79 0.71 £ 1ft (241) 0.92 083 0.95 0.86 0.63 0.98 072 098 0.81 073 10 (254) 0.94 0.85 1.00 0.67 0.84 1.00 0.78 1.00 _______ 0.83 0.75 . 12 (305) 1.00 0.92 0.71 0.67 1.00 0.91 0.82 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) 100 078 073 100 095 18 (457) 0.81 0.75 - 1.00 Q 20 (508) 0115 0.76 (0 22 (559 0.88 081 >24 (610) .920.84 - Table 25 - Load adjustment factors for 3/4-in, diameter stainless steel KWIK Bolt TZ In cracked concrete'2 3/4-In. KB-TZ SS cracked concrete Spacing factor In tension f Edge distance factor In tension Spacing factor in ehear' Edge distance in shear Conc. thickness factor In shear4 I toward edge II to edge Effective in. embed. h (rnii) 33/4 (95) 43/4 (121) 3-3/4 (95) 4.3/4 (121) 33/4 (95) 43/4 (121) 3.3/4 (95) 4.3/4 (121) 33/4 (95) 4.3/4 (121) 33/4 (95) 43/4 (121) Nominal in. embed. h,, (mm) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) . 4-5/16 (110). 5-9/16 (141) 4-5/16 (110). 5-9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 (110) 5-9/16 (142) 4 j1021 -n/a - 0.64 n/a 0.68 n/a 0.56 rI/a 0.20 n/a OAO n/a r 4-114 (108) n/a 065 081 070 n/a 056 021 022 042 0.44 n/a n/a - 4-1,2 .114) n/a 0.66 0.85 0.73 rI/a. 0.56 0.23 0.24 0.46 .0.48 rI/a n/a 5 (127) 0.72 .0.68 0.91. 0.77 0.57 0.57 0.27 028 0.54 0.56 r r1a 51/2 (14 074 069 098 083 058 0.58 031 032 062 084 r/a n/a -E6 (1 52) 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 (1TO) 0.81 075 100 099 060 0.150 044 048 089 092 062 rI/a .E 8 (203) 086 078 1.00 1.00 061 061 054 0.56 1.00 -1.00 087 067 - C229) 0.90 0.82 . _1.00. . 0.62 0.63 0.65 0.67 1.00 0.71 0.72 '9-1)2 (241) 0.92 0.83 1.00 0.63 0.64 0.70 0.73 1.00 0.73 0.74 10 (254) 0.94 085 0.84 0.64 076 079 074 075 . 12 (305) .1.00 0.92 ' ___. . 0.67 0.67 1.00 1.00 0.82 0.83 14 (356) 0.99 , . 0.69 0.70 . - . 0.88 0.89 16 (40) 1.00 0.72 , 073 J ._. 0.94 0.95 18 (457) . 0.75 0.76 . 1.00 1.00 20 (508) _______ _______ _______ _______ 0.78 0.78 _______ _______ _______ d 22 59) 081 081 - >24 (610) 1 , 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 Appendix D. 3 Spacing factor reduction in shear, lAY' assumes an influence of a nearby edge. If no edge exists, then JAY = fAW 4 Concrete thickness reduction factor In shear, f, assumes an Influence of a nearby edge. if no edge exists, then f 1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 17 and figure Sot this section to calculate pennissabie edge distance, spacing and concrete thickness combinations. El Hill, Inc. (US) 14800-879-8000 I www.ua.hlltl.com I on eapailol 1-800.879-5000 I Hill (Canada) Corp. 1-800-383-4456 1 www.hIlU.ca I Anchor Fastening Technical Guide 2014 i25 . 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 5/8 typical t,\' Lf _ = ) .1) ) 3 i ) T) Mm 3 000 psi sand lightweight )_C' or normal -weight concrete s — 3CZ Upper flute Minimum 20 gauge Mm 4-1/2".. Mm 4-1/2" steel deck \Lower flute Max. 1 offset typical (ridge) Figure 4 - Installation of KWIK Bolt TZ In the soffit of concrete over metal deck floor and roof assemblies - W Deck Minimum 5/8" typical A fJ"rJ-?j . :...). TI Min. 3,00D psi sand-lightweight I,)..a ' '-' - - '-J — I -.. • or normal-weight concrete jq r -, C..J 3j 20 gauge J j5 ,'Y5 • r' Upper flute Minimum ___ Min. (valley) steel deck 1-3/4' L_J Max. 3-1/2' \ Lower I / flute Min. 2-1/2" Mm. 3/4" J Mm. 6' typical (ridge) Figure 5 - Installation of KWIK Bolt TZ in the soffit of concrete over metal deck floor and roof assemblies - B Deck 226 Hliti, inc. (US) 1-600-870-8000 1 www.us.hilU.com I an espaSoI 1-800-879.5000 I Hilti (Canada) Corp. 1-800-303-4458 1 www.hiitLca I Anchor Fastening Technical Guide 2014 KWIK Bolt 12 Expansion Anchor 3.3.5 Table 26 - Hilti KWIK Bolt TZ carbon steel design strength in the soffit of uncracked lightweight concrete over metal deck'-"4"- - Loads according to Figure 4 Loads according to Figure 5 Tension _tpN Shear •V,, Tension _•N,, Shear 4V8 Nominal I Effective Nominal r = 3000 psi f' = 4000 psi f 3000 psi f', = 4000 psi f' = 3000 psi f' 4000 psi f' = 3000 psi -4000 psi anchor embed. embed. diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,340 1.545 1,385 1,385 1,200 1,385 1,850 1,850 318 51) (6.0) 6.9) (6.2) (6.2) (6-3) (6.2) (8.2) (8.2) -. 2 2-3/8 1,340 1,545 1,950 1,950 1,210 1,395 1,680 1,680 (51) (6.0) (6.9) (8.7) (8.7) (5.4) (6.2) (7.5) (7.5) 1 3-1/4 3-5/8 2.400 21770 3,215 3,215 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (14.3) (14.3) (9.8) (11.3) 1 (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 (9.4) (13.3) (13.3) (11.7) (13.6) (13.6) (13.6) 18 4-7/16 4,260 4,920 3,925 925 L(1'7.5) n/a I n/a n/a n/a (102) (113) (21.9) (17.5) Table 27 - Hilt! KWIK Bolt 12 carbon steel design strength In the soffit of cracked lightweight concrete over metal deck'T - Loads according to Figure 4 Loads according to Figure 5 Tension _4N,, Shear 4V Tension $N0 Shear 4,V0 Nomlna ffect1v4 Nomina f'- 3000 psi f'= 4000 Pi f'-3000 psi f' - 4000 psi 1 3000 psi f' 4000 psi f' - 3000 psi f' - 4000 pal anchor embed. embed. diameter in. (mm) in. (mm) lb (kN) lb ((N) lb (W) lb 0(N) lb (kN) - lb (kN) lb (kN) lb (M) - 2 2-5/16 950 1,095 1,3858 1,3858 1,080 1,245 1,8508 1,8508 3/8 (51) (4.2) (4.9) (6.2) (6.2) (4.8) (5.5) (8.2) (8.2) 2 2-3/8 950 1.095 1,950 1,950 860 995 11680 11680 (51) (4.2) (4.9) (8.7) (8.7) (3.8) (4.4) (7.5) (7.5) 1/8 3-1/4 3-5/8 1,705 1.970 3,215 3,215 - 1,955 2,255 2,565 2,565 (83) (82) (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 2,9908 2,990s 1,875 2,165 3,0608 3,0608 (79) (90) (5.8) (6.7) (13.3) (13.3) (8.3) (9.6) (13.6) (13.6). 5/8 4 4-7/16 3,020 3,9258 (102) (113) (13.4)5.5) F3,485 (17.5) 3,9258 n/an/a (17.5) n/a n/a 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h,, (effective embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 8 Comparison to steel values In table 4 is not required. Values in tables 26 and 27 control. 7 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by o_, = 0.75. See section 3.1.7.4 for additional information on seismic applications. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic conditions: 3/8-inch diameter- = 0.63 5/8-inch diameter - - 0.94 Hilti, Inc. (US) 1-800-879-8000 1 www.us.Mti.com I an espafioll-800-879-5000 I Hiti (Canada) Corp. 1-800-363-4458 1 wwwiilltica i Anchor Fastening Technical Guide 2014 227 U Medianical Anchoring Systems 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 20 gauge steel deck Lower flute (ridge) Figure 6- Installation of the KWIK Bolt TZ on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 28- Hilti KWIK Bolt TZ carbon steel design strength In the top of uncracked concrete over metal deck14 Tension - 4N,, Shear - 4V Nominal Effective Nominal anchor embed. embed. 1 Ic = 3000 psi f' = 4000 psi f' 3000 psi I - 4000 psi diameter in. (mm) in. (mm) lb N) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,780 2,070 2,605 3,005 3/6, (51) (8.0) (9.2) (11.6) (13.4) 2 2-3/8 2,415 2,790 2,605 3,005 12 (51) (107) (12.4) - (11.6) (13.4) Table 29- HIM KWIK Bolt TZ carbon steel design strength In the top of cracked concrete over metal deck'-2-3-4-1 Tension - OpNn Shear - On Nominal Effective Nominal anchor embed. embed. I - 3000 psi I = 4000 psi f' = 3000 P1 f' = 4000 psi diameter in. (mm) in. (mm) lb (N) lb (kN) lb (kN) lb N) 2 - 2-5/16 1,615 1,865 1,845 2,130 3/8 (51) (7.2) (83) (8.2) (9.5) 2 2-3/8 1,710 - 1,975 1,845 2,130 1/2 (51) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.7.3 to convert design strength value to 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 30 and 31 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by As as follows: for sand-lightweight. A, - 0.68; for all-lightweight, è 0.60 5 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by cç. - 0.75. See section 3.1.7.4 for additional information on seismic applications. S 228 Huh, Inc. (US) 1.800-879-8000 1 www.us.hlltl.com I en espailol 1-800-879.5000 1 Hitti (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca I Anchor Fastening Technical GuIde 2014 S -. - -_ I -Mochanical Anchoril n.System H KWIK Bolt TZ Expansion Anchor 3.3.5 Table 30- Load adjustment factors for carbon steal KWIK Bolt TZ In the top of uncracked concrete over metal dockt'2 3/8-in. and 1/2-in Edge distance in shear K6-TZ CS Spacing factor Edge distance Spacing factor i Conc. thickness uncracked concrete in tension factor in tension In shear3 I toward edge 1110 edge factor In shear4 over metal deck f fm_____ 'AV f______ fr., HV Anchor in. 3/8 1/2 3/8 1/2 3/8 1,2 3/8 1/2 /8 1,2 3/8 1/2 diameter d.(mm) - (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) 1 (12.7) (9.5) (12.7) Effective in. 2 2 2 2 '2 22 2 2 2 2 2 embed. h, (mm) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) Nominal In. 2-5/16 2-3/8 2-5/16 2.3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5116 2-3/8 2-5/16 2-3/8 embed. h, (mm) 59 59 (60) 59) (60) (59) 1 (60) 59 (90) (59) (60) 3 (76) n/a n/a 0.33 his fl/a n/a 0.64 n/a 0.64 , n/a n/a 3.1j4 (83) n/a n/a 0.36 n/a n/a n/a 0.72 n/a 0.72 n/a 0.73 1 0.75 3.1,2 (83) n/a n/a 0.39 n/a n/a n/a 0.81 n/a 0.81 n/a 0.76 . 0.78 4 (102) 083 nja 044 n/a 067 n/a 099 , 099 nfa 081 084 4-112 (1 14) 0.88 n/a 0.50 0.50 0.69 n/a 1.00 1.00 1.00 1.00 5 (127) 092 n1a 056 056 071 n/a 5.1/2 (140) 0.96 n/a 0.61 0.61 0.73 n/a 6 (152) 100 n/a 067 087 075 n/a 6-112 (165) 1.00 0.72 0.72 0.77 0.78 (178) - 078 078 079 081 (23) 0.89 0.89 0.83 1 0.85 -291 1.00 1.00 0.87 0.89 10 - (254) 0.91 0.94 - a 0.95 11 4279) 0.98CO 12 (305): 1.00 1.00 Table 31 - Load adjustment factors for carbon steel KWIK Bolt TZ In the top of cracked concrete over metal deck1'2 3/8-in, and 1,2-in. KB-TZ CS cracked concrete over metal deck Spacing factor In tension Edge distance factor In tension Spacing factor in shear' 'AV_____ Edge distance in shear Conc. thickness factor in shear4 fIN_____ I toward edge I II to edge f Anchor In. diameter d. (mm) 3/8 (9.5) 12 (12.7) 3/8 (9.5) 1/2 (12.7) 3/8 (9.5) 1/2 (12.7) 3/8 (9.5) 1/2 (12.7) /8 (9.5) 112 (12.7) 3/8 (9.5) 1i2 (12.7) Effective in. embed. h,1 (mm) 2 (51) 2 (51) 1 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) 2 (51) Nominal in. embed. h (mm) 2-5/16 (59) 2-3/8 (60) 2-5/16 (59) 2-3/8 (60) 2-5/16 (59) 2-3/8 (90) 2-5/16 (59) 2-3/8 (60) 2-5/16 (59) 2-3/8 i (60) 2-5/16 . (59) 2-3/8 (60) - 3 (76) n/a n/a 1.00 rVa n/a rVa 065 n/a 1.00 n/a n/a rVa 3-114 (83) n/a n/a n/a n/a rfa 0.73 n/a n/a 0.74 0.76 3.1/2 (59) _/a n/a n/a n/a n/a 0.82 n/a n/a 076 079 4 (102) 0.83 n/a - n/a 0.67 n/a 1.00 n/a n/a 0.82 i 0.84 4-12. (114) 0.88 n/a 1.00 0.69 1 n/a 1.00. 1.00 5 (127) 092 n/a 071 n/a - 5112 (140) 096 NO 073 n/a 8 (152) 100 r 076 r a 61,2 (165) 100 079CM 077 I •7 4178) 0.79 0.81 6 (203) 083 085 g ______ ______ ______ ______ 0.87 0.90 -o 10 (254) 0.92 0.94 - a 11 (279) - 0.98OT 0.96 12 (305) 1.00 1.00 1 Unear Interpolation not petrnittód. - - - - 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 Huh PROFIS Anchor Design software or perform anchor calculation using design equations from ACt 318 Appendix D. 3 Spacing factor reduction in shear, IAV• assumes an Influence of a nearby edge. if no edge exists, then f,, - f.- 4 Concrete thickness reduction factor in shear, fr.,, assumes an influence of a nearby edge. If no edge exists, then f - 1.0. 1] . For concrete thiciciess greater than or equal to 4-Inches, the anchor can be designed using either table 2 or table 3 of this section. S Hiti, Inc. (US) 1.800-87-8000) www.us.hftU.com I an espatol 1.800.879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiltl.ca I Anchor Festening Technical Gulda 2014 229 S Mechanical Anchoring Systems S KWIK Bolt TZ Expansion Anchor 3.3.5.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.us.hilti.com (US) and www.hllti.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. 3.3.5.5 Ordering information, Description Length Threaded length Box quantity KB-TZ 3/B4 KB-TZ SS304 3/84 KB-TZ S8316 318x3 3 7/8 50 KB-TZ 3/8x3-3/4 KB-TZ S5304 3/8x3-3/4 KB-TZ SS316 3/8x3-3/4 3-3/4 1-5/8 50 KB-TZ 3/Bx5 KB-TZ SS304 3/8x5 5 2-7/8 50 KB-TZ 12x3-3/4 KB-TZ S5304 1/24-3/4 KB-TZ SS316 1/23-3/4 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 124-1j2 KB-TZ 5S304 1/2x5-1/2 KB-TZ SS316 1/24-1/2 5-1/2 3-3/8 20 KB-TZ 1/2x7 KB-TZ SS304 112x7 7 4-7/8 20 KB-TZ 5/Bx4.3/4 KB-TZ SS304 5/80-3/4 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 5/84 6 2-3/4 15 KB-TZ 5/8x8-1/2 KB-TZ S8304 5/8x81/2 8 1/2 5-1/4 - 15 KB-TZ 5/8x10 KB-TZ S5304 5/8x10 10 6-3/4 15 KB-TZ 3/45-1/2 KB-TZ SS304 3f4x5-112 KB-TZ 55316 3/45-1,2 51/2 1-1/2 10 KB-TZ 3/4x8 KB-TZ 55304 3/4x8 B 4 10 KB-TZ 3/410 KB-TZ 5S304 3/410 KB-TZ SS316 3/4x10 - 10 6 10 All dimensions in inches Table 32 - KWIK Bolt TZ lenath Identification system Length ID marking on A B CD E F 6 HI J K L M N'O P -OR ST I u V W bolt head_____ Length From 7141 Of anchor, Up to but not 22'4331444t5566147714889914lO1ll2l3l4l5l6 Including - Figure 7 - Bolt head with length Identification mark and KWIK Bolt 12 head notch embossment S S 230 Hilti, Inc. (US) 1•800-879-8000 I www.u..hlltLcom I an espatiot 1-800-879-5000 1 111111 (Canada) Corp. 1-8-363-4458 1 www.hiltl.co I Mchor Fastening Technical Guide 2014 C ~r5(idde Fire Systems KFS Hydraulic Flow Calculation Program v4.00 (HFC-227ea) UL: EX4674 / Component of FM Approved System COSCO FIRE PROTECTION 4990 GREENCRAIG LANE SAN DIEGO, CA. 92123 Phone: 858-444-2000 File Name: SERVER ROOM.FC4 Consolidated Report Customer Information Company Name: COSCO FIRE PROTECTION Address: 4990 GREENCRAIG LANE SAN DIEGO, CA. 92123 Phone: 858-444-2000 Contact: HUGO A. Title: DESIGNER Project Data Project Name: ROCONSTRUCTION FM-200 Designer: HUGO A. Number: 10.CD_5932 Account: Location: 3194 LIONSHEAD AVE CARLSBAD, CA. 92010 Description: Enclosure Report Elevation: 0 ft (relative to sea leve) Atmospheric Correction Factor: 1 (NFPA 2001) Enclosure 1 SERVER / IT STORAGE Enclosure Temperature: Number of Nozzles: Calculation Date/Time: Friday, June 28, 2019, 1:23:19 PM Copyright (c) JENSEN HUGHES, Inc. Licensed to: Kidde-Fenwal Key ID: 92499735 S 1 S Page: 1 of 0 Kidde Fire Systems Consolidated Report Minimum: 70 F Width: 9.7 ft Maximum: 70 F Length: 15.0 ft Max. Concentration: 0.00 % Height: 10.0 ft Design Concentration: Volume: 1455.0 ft Adjusted: 7.05 % Non-permeable: 0.0 ft Minimum: 7.00% Total Volume: 1455.0ft 3 Mm. Agent Required: 49.7 lb Adjusted Agent Required: 50.0 lb Agent Source Report Agent: HFC-227ea / Propellant N2 Cylinder Name: 70 lb Cylinder Cylinder Part Number: 90-100070-001 Agent Per Cylinder: 50.0 lb Fill Density: 50.0 lbs / cubic ft Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Cylinder Empty Weight: 52.0 lb Weight, All Cylinders + Agent: 102.0 lb Floor Area Per Cylinder: 0.44 ft 2 Floor Loading Per Cylinder: 232 lbs / ft 2 S Calculation Date/Time: Friday, June 28, 2019, 1:23:19 PM Copyright (c) JENSEN HUGHES, Inc. Licensed to: Kidde-Fenwal 5 Key ID: 92499735 Page: 2 of 'Kidde fire Systems Consolidated Report S Parts Report Total Agent Required: 50.0 lb Cylinder Name: 70 lb Cylinder (Part: 90-100070-001) Number of Cylinders: 1 Nozzle Nozzle Type Diameter Nozzle Area Part Number El-N 1 1800 1 in 0.3364 in 2 90-194015-228 Pipe & Fittings Type Diameter Length Elbows (90) Elbows (45) Tees Unions 401 1 i 17.37 ft 5 0 0 0 Other Objects Name Quantity Part Number 1-1/2 in. Valve Outlet Adapter 1 28304 S System Acceptance Report System Discharge Time: Percent Agent In Pipe: Percent Agent Before First Tee: Dead Volume: Enclosure Number: Enclosure Name: Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Maximum Expected Agent Concentration: 7.9 seconds 24.1% 0.0% 0.0% (0.0 lb) 1 SERVER/ IT STORAGE 7.00% 7.05% 7.05% 7.05% (At 70 F) Calculation Date/Time: Friday, June 28, 2019, 1:23:19 PM Copyright (c) iENSEN HUGHES, Inc. Licensed to: Kidde-Fenwal Key ID: 92499735 Page: 3of8 Consolidated Report Kidde Fire Systems Maximum Allowed Enclosure Pressure: 1.00 lbs / ft 2 Installed Vent Area: 0 ft' Predicted Minimum Vent Area (Negative): 1 ft' Predicted Minimum Vent Area (Positive): 1 ft' Predicted Enclosure Pressure (Negative): N/A Predicted Enclosure Pressure (Positive): N/A Minimum Adjusted Predicted Average Agent Agent Agent Nozzle Nozzle Required Required Delivered Pressure El-Ni 49.7 lb 50.0 lb 50.0 lb 150 psig S Calculation Date/Time: Friday, June 28, 2019, 1:23:19 PM Copyright (c) JENSEN HUGHES, Inc. Licensed to: Kidde-Fenwal Key ID: 92499735 Page: 4of8 Kidde Fire Systems Consolidated Report Pipe Network Report Total Total Pipe Start End Pipe Pipe Pipe Elevation Equivalent Nozzle Nozzle Nozzle Nozzle flecerintinn Sprtinn NnAM Nnd flmctgr I canath I Inuri rhmncy,= I anatk FtIr T*,. Cylinder - On Man./End 0 2 1-112 in 2.99 ft 0 2.99 ft 50.00 ft Adapter System 2 3 1-1/2 in 0.22 ft 0 11.80 ft Pipe System 3 4 40T 1 in 1.00 ft 0 1.00 ft Elbow (90)System 4 5 40T 1 in 0 2.80 ft Pipe System 5 6 40T 1 in 0.50 ft 0 0.50 ft Elbow (9 System 6 7 40T 1 in 0 280 ft Pipe System 7 8 40T 1 in 9.08 ft 0 9.08 ft 9.10 ft Elbow (LO) System 8 9 40T 1 in 0 2.80 ft Pipe System 9 10 40T 1 in 0.88 ft 0 0.90 ft Elbow(90)System 10 11 40T 1 in 0 2.80 ft Pipe System 11 12 40T 1 in 3.83 ft 0 3.80 ft Elbow(90)System 12 13 401 1 in 0 2.80 ft pe&Nozzle System 13 14 40T 1 in 2.08 ft 0 -2.08 ft 2.10 ft El-Ni 1 in 180° 0.3364 in 2 Key ID: 92499735 is .Page: . . . KkkJe Fire Systems Consolidated Report View #: I - Isometric View-Node -Ni Key ID: 92499735 Page: 6 of YKidde Fire Systems Consolidated Report View #:.2 - Isometric View-Pipe Lengths ft Key ID: 92499735 0 0 Page: 710 . . . KI&te rire Systems Consolidated Report View #: 3 - Isometric View-Pipe Diameters in 1-N1 Key ID: 92499735 Page: 8of8 San Diego Branch Office ..000o cosco 4990 Greencraig Lane .06000:: San Diego, CA 92123 'coo o• (858) 444-2000 fax: 444-2056 00 ID Fire Protection State License No: C-16 & www.coscofire.com MATERIAL SUBMITTAL Date: 7-11-19 RQ CONSTRUCTION LLC 1620 FARADAY AVE CARLSBAD, CA. 92008 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. S Submitted By: T. DIXON 0 Los Angeles • San Francisco • Orange 0 Fresno • San Diego • Seattle S S (MRP-2002(E)' Agent Release Control Panel General The MRP-2002 is a six-zone FACP for single and dual hazard agent releasing applications. The MRP-2002 provides reliable fire detection, signaling and protection for commercial, indus- trial and institutional buildings requiring agent-based releasing. The MRP-2002 is compatible with System Sensor's i3 detec- tors which are conventional smoke detectors that can transmit a maintenance trouble signal to the FACP indicating the need for cleaning and a supervisory freeze' signal when the ambi- ent temperature falls below the detector rating of approxi- mately 45°F (7.221C). In addition, the control panel is compatible with conventional input devices such as two-wire smoke detectors, four-wire smoke detectors, pull stations, waterflow devices, tamper switches and other normally-open contact devices. Refer to the Fire'Lite Device Compatibility Document for a complete listing of compatible devices. Four outputs are programmable as NACs (Notification Appli- ance Circuits) or releasing circuits. Three programmable Form-C relays (factory programmed for Alarm, Trouble and Supervisory) and 24 VDC special application resettable and non-resettable power outputs are also included on the main circuit board. The MRP-2002 supervises all wiring, AC voltage, battery charger and battery level. Activation of a compatible smoke detector or any normally- open fire alarm initiating device will activate audible and visual signaling devices, illuminate an indicator, display alarm infor- mation on the panel's LCD, sound the piezo sounder at the FACP, activate the FACP alarm relay and operate an optional module used to notify a remote station or initiate an auxiliary control function. The MRP-2002E offers the same features as the MRP-2002 but allows connection to 220/240 VAC. Unless otherwise spec- ified, the information in this data sheet applies to both the 110/ 120 VAC and 220/240 VAC versions of the panels. Features Listed to UL Standard 864, 9th edition. FM Approved. Designed for agent releasing standards NFPA 12, 12A, 12B, and 2001. Meets International Building Code (IBC) seismic require- ments. Disable/Enable control per input zone and output zone. Extensive transient protection. Dual hazard operation. Adjustable pre-discharge, discharge and waterflow delay timers. Cross-zone (double-interlock) capability. Six programmable Style B (Class B) lDCs (Initiating Device Circuit). System Sensor i3 series detector compatible. Four programmable Style Y (Class B) output circuits - (spe- cial application power). Strobe synchronization: - System Sensor - Wheelock DF-60238:C1 • P2-350 FureLITeALarms by Honeywell - Gentex - Faraday - Amseco Three programmable Form-C relays. 7.0 amps total 24 VDC output current. Resettable and non-resettable output power. Built-in Programmer. ANN-BUS connector for communication with optiona devices (up to 8 total of any of the following): - ANN-80 Remote LCD Annunciator - ANN-I/O LED Driver - ANN-S/PG Printer Module - ANN-RLY Relay Module - ANN-LED Annunciator Module 80-character LCD display (backlit). Real-time clock/calendar with daylight savings time control. History log with 256 event storage. Piezo sounder for alarm, trouble and supervisory. 24 volt operation. Low AC voltage sense. Outputs Programmable for: - Releasing Circuits or NACS NACs programmable for: - Silence Inhibit - Auto-Silence - Strobe Synchronization - Selective Silence (horn-strobe mute) - Temporal or Steady Signal - Silenceable or Non-silenceable - Release Stage Sounder Automatic battery charger with charger supervision. DF-60238:C1 .6/14/2011 —Page 1 0t4 Optional Dress Panel DP-51050 (red). Optional Trim Ring TR-CE (red) for semi-flush mounting the cabinet. Optional CAC-5X Class A Converter Module for Outputs and lDCs. Optional 4XTMF Municipal Box Transmitter Module. Optional Digital Alarm Communicators (411, 411UD, 411UDAC). Optional ANN-SEC card for a secondary ANN-BUS. PROGRAMMING AND SOFTWARE: Custom English labels (per point) may be manually entered or selected from an internal library file. Programmable Abort operation. Three programmable Form-C relay outputs. Pre-programmed and custom application templates. Continuous fire protection during online programming at the front panel. Program Check automatically catches common errors not linked to any zone or input point. USER INTERFACE: Integral 80-character LCD display with backlighting. Real-time clock/calendar with automatic daylight savings adjustments. ANN-Bus for connection to remote annunciators. Audible or silent walk test capabilities. Piezo sounder for alarm, trouble, and supervisory. Controls and Indicators LED INDICATORS FIRE ALARM (red). SUPERVISORY (yellow). TROUBLE (yellow). AC POWER (green). ALARM SILENCED (yellow). DISCHARGED (red). PRE-DISCHARGE (red indicator). ABORT (yellow indicator). CONTROL BUTTONS ACKNOWLEDGE. ALARM SILENCE. SYSTEM RESET (lamp test). DRILL. AC Power —TB1 MRP-2002: 120 VAC, 60 Hz, 3.66 amps. MRP-2002E: 240 VAC, 50 Hz, 2.085 amps. Wire size: minimum #14 AWG (2.0 mm2) with 600V insula- tion. Supervised, nonpower-limited. Battery (sealed lead acid only) - J12: Maximum Charging Circuit - Normal Flat Charge: 27.6 VDC © 1.4 amp. Supervised, nonpower-limited. Maximum Charger Capacity: 26 Amp Hour battery (two 18 Amp Hour batteries can be housed in the FACP cabinet. Larger batteries require separate battery box such as the BB-26 or BB-55). Minimum Battery Size: 7 Amp Hour. Initiating Device Circuits - TB4 and T1136 Alarm Zones 1 - 5 on T134. Alarm Zone 6 on TB6. Supervised and power-limited circuitry. Style B (Class B) wiring with Style D (Class A) option. Normal Operating Voltage: Nominal 20 VDC. Alarm Current: 15 mA minimum. Short Circuit Current: 40 mA max. Maximum Loop Resistance: 100 Ohms. End-of-Line Resistor: 4.7K Ohms, 1/2 watt (PN 71252). Standby Current: 4 mA. Refer to the Fire'Lite Device Compatibility Document for listed compatible devices. Notification Appliance and Releasing Circuit(s) - TB5 and TB7 Four Output Circuits. Style V (Class B) or Style Z (Class A) with optional con- verter module. Special Application power. Supervised and power-limited circuitry. Normal Operating Voltage: Nominal 24 VDC. Maximum Signaling Current: 7.0 amps (3.0 amps maximum per NAC). End-of-Line Resistor: 4.71K Ohms, 1/2 watt (PN 71252). Max. Wiring Voltage Drop: 2 VDC. Refer to the FiresLite Devke ComntihiIitv floriiment for rom- 1JC4tIIJI uIOLU ucv I¼#CO. Form-C Relays - Programmable - 168 Relay 1 (factory default programmed as Alarm Relay) Relay 2 (factory default programmed as fail-safe Trouble Relay) Relay 3 (factory default programmed as Supervisory Relay) Relay Contact Ratings: —2 amps © 30 VDC (resistive) —0.5 amps © 30 VAC (resistive) Auxiliary Trouble Input - J6 The Auxiliary Trouble Input is an open collector circuit which can be used to monitor external devices for trouble conditions. It can be connected to the trouble bus of a peripheral, such as a power supply, which is compatible with open collector cir- cuits. Special Application Resettable Power - T139 Operating Voltage: Nominal 24 VDC. Maximum Available Current: 500 mA - appropriate for powering 4-wire smoke detectors (see note). Power-limited Circuitry. Refer to the Fire.Lite Device Compatibility Document for com- patible listed devices. NOTE: Total current for resettable power, nonresettable power and Output Circuits must not exceed 7.0 amps. Special Application Resettable or Nonresettable Power - TB9 Operating Voltage: Nominal 24 VDC. Maximum Available Current: 500 mA (see note 1). Power-limited Circuitry. Jumper selectable by JP31 for resettable or nonresettable power. Refer to the FiresLite Device Compatibility Document for com- patible listed devices. C Page 2 of 4— DF-60238:C1 • 6/14/2011 Product Line Information MRP-2002: Six-zone, 24 volt Agent Release Control Panel S (includes backbox, power supply, technical manual, and a frame & post operating instruction sheet) for single and dual hazard agent releasing applications. MRP-2002E: Same as above but allows connection to 220/ 240 VAC. CAC-5X: Class A Converter Module can be used to convert the Style B (Class B) Initiating Device Circuits to Style D (Class A) and Style V (Class B) Output Circuits to Style Z (Class A). NOTE: Two Class A Converter modules are required to convert all four Output Circuits and six Initiating Device Circuits. 4XTMF: Transmitter Module provides a supervised output for local energy municipal box transmitter and alarm and trouble reverse polarity. It includes a disable switch and disable trouble LED. ANN-80(-W): LCD Annunciator is a remote LCD annunciator that mimics the information displayed on the FACP LCD dis- play. Recommended wire type is un-shielded. (Basic model is red; order -W version for white; see DF-52417.) ANN-LED: Annunciator Module provides three LEDs for each zone: Alarm, Trouble and Supervisory. Ships with red enclo- sure (see DF-60241.) ANN-RLED: Provides alarm (red) indicators for up to 30 input zones or addressable points. (See DF-60241). ANN-RLY (16911): Relay Module, which can be mounted inside the cabinet, provides 10 programmable Form-C relays. (See DF-52431). ANN-S/PG: Serial/Parallel Printer Gateway module provides a connection for a serial or parallel printer. (See DF-52429). S ANN-I/O: LED Driver Module provides connections to a user supplied graphic annunciator. (See DF-52430). ANN-SEC: Optional card for a secondary ANN-BUS. See 53944. DP-51050: Dress panel (red) is available as an option. The dress panel restricts access to the system wiring while allow- ing access to the membrane switch panel. TA-CE: Trim-ring (red) is available as an option. The trim-ring allows semi-flushing mounting of the cabinet. BB-26: Battery box, holds up to two 26 Amp Hour batteries and CHG-75. BB-55: Battery box, houses two 55 Amp Hour batteries. SEISKIT-COMMENC: Seismic mounting kit; required for seis- mic-certified installations. BAT Series Batteries: Refer to DF-52397. PRN-6F: UL-listed compatible event printer. Dot-matrix, trac- tor-fed paper, 120 VAC. PAT-PK-CABLE: Programming cable. Used to update the FACP's flash firmware. (Also requires an RS485 to R5232 converter). DF-60238:C1 • 6/14/2011 - Page 3 of 4 S SYSTEM SPECIFICATIONS System Capacity ture ranges and humidity. Therefore, it is recommended that is this system and its peripherals be installed in an environment Annunciators ......................................................................8 with a normal room temperature of 15— 270C160 - 80°F Electrical Specifications NFPA Standards MRP-2002 (FLPS-7 Power Supply): 120 VAC, 60 Hz, 3.66 The MRP-2002(E) complies with the following NFPA 72 Fire amps Alarm Systems requirements: MRP-2002E (FLPS-7 Power Supply): 240 VAC, 50 Hz, 2.085 amps - NFPA 12 CO2 Extinguishing Systems (High Pressure Wire size: minimum 14 AWG (2.0 mm2) with 600 V insula- tion, supervised, nonpower-limited Only) - NFPA 12A Halon 1301 Extinguishing Systems - NFPA 12B Halon 1211 Extinguishing Systems Cabinet Specifications - NFPA 72 National Fire Alarm Code for Local Fire Alarm Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x Systems and Remote Station Fire Alarm Systems (requires an optional Remote Station Output Module) 0.72" (1.82 cm.) deep. Backbox: 19.00 (48.26 cm.) high x 16.65" (42.29 cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring - NFPA 2001 Clean Agent Fire Extinguishing Systems (TA- CE): 22.00" (55.88 cm.) high x 19.65" (49.91 cm.) wide. Agency Listings and Approvals Shipping Specifications The listings and approvals below apply to the basic MRP- Dimensions: 2002(E) control panels. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in - Height 20.00' (50.80cm) process. Consult factory for latest listing status. - Width 22.50' (57.15cm) UL: S624 - Depth 8.50" (21.59cm) FM approved Temperature and Humidity Ranges CSFM: 7165-0075:0216 • MEA 333-07-E This system meets NFPA requirements for operation at 0 - Seismic Listing: Reference certificiate of compliance 49°C/32 - 120°F and at a relative humidity 93% ± 2% RH VMA - 45894-01 by the VMC Group (noncondensing) at 32°C ± 2°C (90°F ± 3°F). However, the useful life of the system's standby batteries and the electronic NOTE: For ULC-listed model, see DF-60443. components may be adversely affected by extreme tempera- FireLite® Alarms® and System Sensor® are registered trademarks of Honeywell International Inc. @2011 by Honeywell International Inc. All rights reserved, unauthorized use This document is not intended to be used for installation purposes. ioco I SO 9001 We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. I I I I E MM1F All specifications are subject to change without notice. QUALITY SYSTEMS Made in the u.S.A. For more information, contact Fire-Lite Alarms. Phone: (800) 627-3473, FAX: (877) 699-4105. www.firelite.com Page 4 of 4— DF-60238:C1 • 6/14/2011 S CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL S FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. (71~6 -0075:02116i Page 1 of 1 CATEGORY: 7165 -- FIRE ALARM CONTROL UNIT (COMMERCIAL) LISTEE: FIRE-LITE ALARMS INC.One Fire-Lite Place, Northford, CT 06410-1653 Contact: Pete Sennett (203) 484-7161 Fax (203) 484-7309 Email: pete.sennettHoneywell.com DESIGN: Models MRP-2001, MRP-2001 E,(MRP-2002 and MRP-2002E conventional fire alarm control unit. Each unit employ six programmable input circuits, four programmable output circuits, and three relay contact outputs for alarm, trouble, and supervisory signals. These units do not contain an integral digital alarm communicator transmitter (DACT). The "E" suffix represents 240 V ac 50 Hz rated units. Models MRP-2001 and MRP-2001 E are intended for water release, deluge, and pre-action control. Models MRP-2002 and MRP-2002E are intended for agent release control. FLPS-7 Power Supply module 4XTMF Transmitter module CAC-5X Converter module ANN-80 LCD Annunciator ANN-I / 0 LED Driver module ANN-LED Annunciator module ANN-RLY Relay module ANN-S / PG Serial/Parallel printer module DP-51050 Dress panel S DP-5I05OLED Dress panel RATING: INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listees name, product designation, electrical rating and UL label. APPROVAL: Listed as a fire alarm control unit for use as a pre action, deluge and agent releasing panel. Units also provide fire detection, signaling and protection features. Refer to manufacturer's Installation Manual for details. This control unit meets the requirements of UL-864, 9th Edition Standards. NOTE: 08-07-07 mt This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other S Date Issued: July 01, 2019 Listing Expires (June 30, 2020] Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division f SYSTEM ~_4,0 SENYOR Photoelectric Smoke Detectors System Sensor j3' series smoke detectors represer significant advancement in conventional detecti The /3 family is founded on three principles: instal, S ease, intelligence, and instant inspection. Features Plug-in detector line, mounting base included Large wire entry port In-line terminals with SEMS screws Mounts to octagonal and single-gang back boxes, 4-square back boxes, or direct to ceiling Stop-Drop 'N Lock attachment to base Removable detector cover and chamber Built-in remote maintenance signaling Drift compensation and smoothing algorithms Simplified sensitivity measurement Wide-angle, dual-color LED indication Loop testing via EZ Walk feature Built-in test switch Agency Listings ® cZ MEA MSFM C(gT)US LISTED APPROVED approved approved S911 3011446 7272-1653:152 290-01-E 2095 3180932 Installation ease.The il line redefines installation ease with its plug-in design.This allows an installer to pre-wire bases (included with heads), The large wire entry port and in-line terminals provide ample room for neatly routing the wiring inside the base.The base accommodates a variety of back box mounting methods as well as direct mounting with drywall anchors. To complete the installation, I3 heads plug into the base with a simple Stop-Drop 'N Lock' action. Intelligence. i3 detectors offer a number of intelligent features to simplify testing and maintenance. Drift compensation and smoothing algorithms are standard with the P line to minimize nuisance alarms. 2-wire i3 detectors can generate a remote LED- indicated maintenance signal when connected to the 2W-MOD2 loop test/maintenance module or a panel equipped with the P protocol. The SENS-RDR, a wireless device, displays the sensitivityof i detectors in terms of percent-per-foot obscuration. Instant inspection. The i3 series provides wide-angle red and green LED indicators for instant inspection of the detector's condition: normal standby, out-of-sensitivity, alarm, or freeze trouble. When connected to the 2W-MOD2 loop test/maintenance module or a panel with the i3 protocol, the EZ Walk loop test feature is available on 2-wire i3 detectors.This feature verifies the initiating loop wiring by providing LED status indication at each detector. S :ii: (j) Smoke Detector Specifications Architectural/Engineering Specifications Smoke detector shall be a System Sensor i3 Series model number listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems.The detector shall be a photoelectric type (Model 2W-B, 4W-B) or a combination photoelectric/thermal (Model 2WT-B, 4VVT-B) with thermal sensor rated at 135°F (57.2°C).The detector shall include a mounting base for mounting to 31/2-inch and 4-inch octagonal, single-gang, and 4-inch square back boxes with a plaster ring, or direct mount to the ceiling using drywall anchors. Wiring connections shall be made by means of SEMS screws. The detector shall allow pre-wiring of the base and the head shall be a plug-in type.The detector shall have a nominal sensitivity of 2.5 percent-per-foot nominal as measured in the UL smoke box. The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms.The detector shall provide dual- color LED indication that blinks to indicate power up, normal standby, out of sensitivity, alarm, and freeze trouble (Model 2WT-B, 4WT-B) conditions. When used in conjunction with the 2W-MOD2 module, 2-wire models shall include a maintenance signal to indicate the need for maintenance at the alarm control panel and shall provide a loop testing capability to verify the circuit without testing each detector individually. Operating Voltage Nominal: 12/24 V non-polarized Minimum: 8.5V Maximum: 35V Maximum Ripple Voltage 30% peak to peak of applied voltage Standby Current 2-wire: 50 pA maximum average; 4-wire: 50 pA maximum average Maximum Alarm Current 2-wire: 130 mA limited by control panel; 4-wire: 20 mA @12 V, 23 mA @24 V Peak Standby Current 2-wire: 100 pA; 4-wire: n/a Alarm Contact Ratings 2-wire: n/a; 4-wire: 0.5 A @30 V AC/DC Physical Specifications Dimensions (including base) 5.3 inches (127 mm) diameter; 2.0 inches (51 mm) height Weight 6.3 oz (178 g) Operating Temperature Range 2W-B and 4W-B: 32°F to 120°F (0°C to 49°C), 2WT-B and 4WT-B: 32°F to 100°F (0°C to 37.8°C) Operating Humidity Range 0 to 95% RH non-condensing Thermal Sensor 135°F (57.2°C) fixed Freeze Trouble 2VVT-B and 4VVT-B only: 41°F (5°C) 2.50/o/ft nominal InputTerminals 14to22AWG Mounting 31/2-inch octagonal back box 4-inch octagonal back box Single-gang back box 4-inch square back box with a plaster ring Direct mount to ceiling I!'1i'!T'. Power-Up Sequence for LED Indication LED Mode Green LED Red LED Condition Duration Power up Blink every 10 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal (standby) Blink every 5 seconds off Out of sensitivity off Blink every 5 seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Ordering Information Model Thermal Wiring Alarm Current No 2-wire 130 mA max. limited by control panel 2WT-B Yes 2-wire 130 mA max. limited by control panel 4W-B No 4-wire 20mA@12V,23mA@24V 4W7-B Yes 4-wire 20 mA @ 12 V, 23 mA @ 24V Accessories 2W-MOD2 2-wire loop test / maintenance module RT Removal / replacement tool SENS-RDR Sensitivity reader A77-AB2 Retrofit adapter bracket, 6.6 inch (16.76 cm) diameter S 5'V.7E!I1 3825 Ohio Avenue St. Charles, IL 60174 0200 SystemSensor. SENSOR Phone: 800-SENSOR2. Fax: 630-377-6495 °°,,°°t product information, including the latest version of this data sheet CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. (-1653:0152] Page 1 of 1 CATEGORY: 7272 -- SMOKE DETECTOR-SYSTEM TYPE-PHOTOELECTRIC LISTEE: System Sensor, Unincorporated Div of Honeywell Int'l lnc.3825 Ohio Ave, St. Charles, IL 60174 Contact: Pete Sennett (630) 762-5362 Fax (203) 484-7309 Email: pete.sennetthoneywell.com DESIGN: Models) 2WT-B, 4W-B and 4WT-13 photoelectric type smoke detectors. Models 2W-B and 2WT-13 are 2-wire and model 4W-B and 4WT-B are 4-wire detectors. Models 2WT-B and 4WT-B employ a thermistor type heat sensor (1350F). The heat sensor is are supplemental to the detector and is not intended for use as a required heat detector. Refer to listee's printed data sheet for additional detailed product description and operational considerations. RATING: 8.5-35 VDC INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. For vertical wall or ceiling mount. MARKING: Listee's name, model number, electrical rating and UL label. APPROVAL: Listed as photoelectric smoke detectors for use with separately listed compatible fire alarm control units. Suitable for installation in open areas with air velocity range from 0-1000 ft/min. NOTE: Formerly 7272-1209:210 06-20-05 This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other Date Issued: July 01, 2019 Listing Expires (tune 30, 2020) S Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division S DF-52004:A1 • F-050 CB1iiSeries) FM UT 4AL!fl1S [1 Manual Fire Alarm Pull Stations by Honeywell S General The Fire-Lite BG-12 Series is a cost-effective, feature-packed series of non-coded manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end-user in mind. The BG-12 Series features a variety of mod- els including single- and dual-action versions. The BG-12 Series provides Fire-Lite Alarm Control Panels (FACPs), as well as other manufacturers' controls, with a man- ual alarm initiating input signal. Its innovative design, durable construction, and multiple mounting options make the BG-12 Series simple to install, maintain, and operate. Features Aesthetically pleasing, highly visible design and color. Attractive contoured shape and light textured finish. Meets ADA 5 lb. maximum pull-force. Meets UL 38, Standard for Manually Actuated Signaling Boxes. Easily operated (single- or dual-action), yet designed to pre- vent false alarms when bumped, shaken, or jarred. PUSH IN/PULL DOWN handle latches in the down position to clearly indicate the station has been operated. The word 'ACTIVATED" appears on top of the handle in bright yellow, further indicating operation of the station. Operation handle features white arrows showing basic opera- tion direction for non-English-speaking persons. Braille text included on finger-hold area of operation handle and across top of handle. Multiple hex- and key-lock models available. U.S. patented hex-lock needs only a quarter-turn to lock! unlock. Station can be opened for inspection and maintenance with- out initiating an alarm. Product ID label viewable by simply opening the cover; label is made of a durable long-life material. The words "NORMAL" and "ACTIVATED" are molded into the plastic adjacent to the alarm switch (located inside). Four-position terminal strip molded into backplate. Terminal strip includes Phillips combination-head captive 8/32 screws for easy connection to Initiating Device Circuit (IDC). Terminal screws backed-out at factory and shipped ready to accept field wiring (up to 12 AWG/3.1 mm2). Terminal numbers are molded into the backplate, eliminating the need for labels. Switch contacts are normally open. Can be surface-mounted (with SB-10 or SB-I/O) or semi- flush mounted. Semi-flush mount to a standard single-gang, double-gang, or 4' (10.16 cm) square electrical box. Backplate is large enough to overlap a single-gang backbox cutout by 1/2" (1.27 cm). Optional trim ring (BG12TR). Spanish versions (FUEGO) available (BG-12LSP, BG-112LPSP). Designed to replace the Fire-Lite legacy BG-10 Series. Models packaged in attractive, clear plastic (PVC), clam- shell-style, Point-of-Purchase packages. Packaging includes a cutaway dust/paint cover in shape of pull station. Construction Cover, backplate and operation handle are all molded of durable polycarbonate material. Cover features white lettering and trim. Red color matches System Sensor's popular SpectrAlert® Advance horn/strobe series. Operation The BG-12 manual pull stations provide a textured finger-hold area that includes Braille text. In addition to PUSH IN and PULL DOWN text, there are arrows indicating how to operate the sta- tion, provided for non-English-speaking people. Pushing in and then pulling down on the handle activates the normally-open alarm switch. Once latched in the down position, the word "ACTIVATED" appears at the top in bright yellow, with a portion of the handle protruding at the bottom as a visible flag. Resetting the station is simple: insert the key, twist one quarter- turn, then open the station's front cover, causing the spring- loaded operation handle to return to its original position. The alarm switch can then be reset to its normal (non-alarm) position manually (by hand) or by closing the station's front cover, which automatically resets the switch. S DF-52004:A1 • 04/22/08 - Page 1 of 2 Specifications PHYSICAL SPECIFICATIONS: pull station SB-I/O SB-ID Height 5.5 inches 5.601 inches 5.5 inches (13.97 cm) (14.23 Cm) (13.97 cm) Width 4.121 inches 4.222 inches 4.121 inches _ (10.47 cm) (10.72 cm) (10.47 cm) Depth 1.39 inches 1.439 inches 1.375 inches (3.53 cm) (3.66 cm) (3.49 cm) 52004dirn.tb ELECTRICAL SPECIFICATIONS: Switch contact ratings: gold-plated; rating 0.25 A @ 30 VAC or VDC. ENGINEERING/ARCHITECTURAL SPECIFICATIONS Manual Fire Alarm Stations shall be non-code, with a key- or hex-operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key or hex. An operated station shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red colored LEXAN (or polycarbonate equivalent) with clearly visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1.00 inches (2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-10 or SB-I/O; or semi-flush mounting on a standard single-gang, double-gang, or 4" (10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Under- writers Laboratories listed. NOTE: *The words "FIRE/FUEGO" on the BG-I2LSP shall appear on the front of the station in white letters, approximately 3/4" (1.905 cm) high. Agency Listings and Approvals The listings and approvals below apply to the BG-12 Series pull stations. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. C(UL)US: S711 FM Approved CSFM: 7150-0075:184 MEA: 67-02-E Patented: U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. Product Line Information BG-12S: Single-action pull station with pigtail connections, hex lock. BG-12SL: Same as BG-12 with key lock. BG-12: Dual-action pull station with SPST N/O switch, screw terminal connections, hex lock (G-12L Same as BG-12 with key lock. BG-12LSP: Same as BG-12L with English/Spanish (FIRE/ FUEGO) labeling. BG-12LOB: Same as BG-12L with 'outdoor use" listing. Includes outdoor listed backbox, and sealing gasket. BG-12L0: Same as BG-12L with "outdoor use" listing. Does not include backbox. BG-12LA: Same as BG-12L with auxiliary contacts. BG-12LPS: Dual-action pull station with pre-signal option. BG-12LPSP: Same as BG-12LPS with English/Spanish (FIRE/ FUEGO) labeling. SB-10: Surface-mount backbox, metal. SB-I/O: Surface-mount backbox, plastic. (Included with BG- I2LOB.) BG12TR: Optional trim ring for semi-flush mounting. 17003: Keys, set of two. (Included with key-lock pull stations.) 17007: Hex lock, 9/64". (Included with hex-lock pull stations.) NOTE: For addressable BG- I2LX models, see data sheet DF- 520 13. fl S Fire-Lite® Alarms, SpectrAlert® Advance, and System Sensor® are registered trademarks of Honeywell International Inc. ©2008 by Honeywell International Inc. All rights reserved. Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. Iso 9001 We try to keep our product information up-to-date and accurate. • We cannot cover all specific applications or anticipate all requirements. UUIFlNL MdIMC11Rlf All specifications are subject to change without notice. QUALITY SYSTEMS Made in the iJ.S.A. For more information, contact Fire-Lite Alarms. Phone: (800) 627-3473, FAX: (877) 699-4105. www.firelite.com Page 2 of 2— DF-52004:A1 • 04/22/08 S CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM S LISTING SERVICE LISTING No. (7150-0075:018) Page 1 of 1 CATEGORY: 7150-- FIRE ALARM PULL BOXES LISTEE: FIRE-LITE ALARMS INC.One Fire-Lite Place, Northford, CT 06410-1653 Contact: Pete Sennett (203) 484-7161 Fax (203) 484-7309 Email: pete.sennettHoneywell.com DESIGN: Models BG-12, BG-125, BG-I2NC, BG-12W, BG-I2LW,_BG-I2WP, BG-12LWP, BG-12L, BG-1 2LX, BG-1 2LA, BG-12P5, BG-1 2LSP, BG-1 2SP,[BG-12BG-12LRA, BG-1 2LAO, BG-I2LAOB, BG-12-LO, BG-12LOB, BG-12LPS, BG-12LPSP, BG-12SL, UT-PSi and UT-PS2 fire alarm pull boxes. The BG-12 series is a dual action pull station that has normally open switch contacts. Refer to listee's data sheet for detailed product description and operational considerations. INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL label. APPROVAL: Listed as fire alarm boxes for use with separately listed compatible fire alarm control units. Models BG-12WP, BG-12W, BG-I2LW and BG-12LWP are intended for outdoor use when installed with Model WP-10 back box. Models BG-LAOB and BG-12L0B are intended for outdoor use when installed with Model WBB orWP-10 back box. * These manual pull boxes meet the requirements of UL Standard 38, 1999 Edition and California amendments. XLF: 7150-0028:0199 *Updated 08-17-09 fm This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other S Date Issued: July 01, 2019 Listing Expires (June 30, 2020) Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division Abort Station RELEASE ABORT oH 1SH & HOLD 3.25 in. h (82 mm) 1.62 In. MM 2.25 in. 57 mm) 1-gang 21/2" deep box In. nm) The abort station is a normally-open, non-latching device. It is used to prevent the release of agent into the protected area after the release sequence has begun. Service Disconnect Switch 3.25 In. h- (82 Mm) 1.621n.l I225 141 mm) i(si mm) In. 1-gang Z TIM) 21/2" deep box The service disconnect switch is used to temporarily disable the fire suppression system. One switch is installed on each of the two release circuits between the SIGA-REL and the RELA-EOL end-of-line relay. Opening the Service Disconnect Switch allows the fire alarm system to be tested without activating the fire suppression system. The operation of this switch causes a trouble signal at the control panel. Page 6 of 8 DATA SHEET E85001-0531 Not to be used for installation purposes. Issue 1 S SYSTEM S SENSOR® Indoor Selectable- Output Horns, Strobes, and Horn Strobes for Wall Applications SpectrkertO Advance audible visible notification products are rich with features guaranteed to cut installation times and maximize profits. Features Plug-in design with minimal intrusion into the back box 5 • Tamper-resistant construction Automatic selection of 12- or 24-volt operation at 15 and 15/75 candela Field-selectable candela settings on wall units: 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, and 185 Horn rated at 88+ dBA at 16 volts Rotary switch for horn tone and three volume selections Universal mounting plate for wall units Mounting plate shorting spring checks wiring continuity before device installation Electrically Compatible with legacy SpectrAlert devices Compatible with MDL3 sync module Listed for ceiling or wall mounting F I R E EI aljltp~`11 - The SpectrAlert Advance series offers the most versatile and easy-to-use line of horns, strobes, and horn strobes in the industry. With white and red plastic housings, wall and ceiling mounting options, and plain and FIRE-printed devices, SpectrAlert Advance can meet virtually any application requirement. Like the entire SpectrAlert Advance product line, wall-mount horns, strobes, and horn strobes include a variety of features that increase their application versatility while simplifying installation. All devices feature plug-in designs with minimal intrusion into the back box, making installations fast and foolproof while virtually eliminating costly and time-consuming ground faults. To further simplify installation and protect devices from construction damage, SpectrAlert Advance utilizes a universal mounting plate with an onboard shorting spring, so installers can test wiring continuity before the device is installed. Installers can also easily adapt devices to a suit a wide range of application requirements using field-selectable candela settings, automatic selection of 12- or 24-volt operation, and a rotary switch for horn tones with three volume selections. Agency Listings SIGNALING @ LISTED S4011 (chimes. herr, strobes, horns) <j~> APPROVED 3023572 MEA approved M6A452-05-E 7125-1653196 (indoor strobes) 7125-1653:188 (horn strobes, chime strobes) S5512 (st,obes) 7135-1653:189 (horns, chimes) SpectrAlert Advance Specifications General SpectrAlert Advance horns, strobes, and horn strobes shall mount to a standard 4 x 4 x 11/2-inch back box, 4-inch octagon back box, or double-gang back box. Two-wire products shall alsc mount to a single-gang 2 x 4 x 17/8-inch back box. A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, SpectrAlert Advance products, when used with the Sync'Circuit'° Module accessory, shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync.Circuit Module, 12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts; 24-volt-rated notification appliance circuit outputs shall operate between 16.5 and 33 volts. Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC or full- wave rectified unfiltered power supply. Strobes and horn strobes shall have field-selectable candela settings including 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, and 185. Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Horn Strobe Combination The horn strobe shall be a System Sensor SpectrAlert Advance Model ______ listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have three audibility options and an option to switch between a temporal three pattern and a non-temporal (continuous) pattern. These options are set by a multiple position switch. On four-wire products, the strobe shall be powered independently of the sounder. The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync.Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three. Also, while operating the strobes, the module shall silence the horns on horn strobe models over a single pair of wires. The module shall mount to a 411/16 x 411/16 x 21/8-inch back box. The module shall also control two Style Y (class B) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones. Daisy chaining two or more synchronization modules together will synchronize all the zones they control. The module shall not operate on a coded power supply. Standard Operating Temperature 32°F to 120°F (0°C to 49°C) - - Humidity Range io to 93% non-condensing Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12 DC/F\NR or regulated 24 DC/FWR1 Operating Voltage Range2 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) Operating Voltage Range MDL3 Sync Module 8.5 to 17.5 V (12 V nominal) or 16.5 to 33 V (24 V nominal) Input Terminal Wire Gauge 12to18AWG Wall-Mount Dimensions (including lens) 5.6'L x 4.7-W x 2.5"D (142 mm Lx 119 mm W x 64 mm D) Horn Dimensions 5.6'L x 4.7W x 1.3"D(142 mm Lx 119 mm W x 33 mm D) Wall-Mount Trim Ring Dimensions (sold as a 5 pac<) (TR-HS) 5.7"L x 4.8"W x 0.35"D (145 mm L x 122 mm W x 9 m D) Notes: Full Wave Rectified (FWR) voltage is a non-regulated, time-varying power source that is used on some power supply and panel outputs. P, 5, PC, and SC products will operate at 12 V nominal only for 15 and 15/75 cd. S UL Current Draw Data UL Max. Strobe Current Draw (mA RMS) UL Max. HornICurrent ii 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15 123 128 66 71 Temporal High 57 55 69 75 Candela 15/75 142 148 77 81 Temporal Medium 44 49 58 69 Range 30 NA NA 94 96 Temporal Low 38 44 44 48 75 NA NA 158 153 Non-temporal High 57 56 69 75 95 NA NA 181 176 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela 150 NA NA 246 220 Coded Low 40 46 52 50 Range 177 NA NA 281 251 185 NA NA 286 258 UL Max. Currentii) Rangei 8-17.5 Volts 16-33 Volts DC Input 15 15175 15 15175 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-Temporal High 141 152 91 100 116 176 201 221 229 Non-Temporal Medium 133 145 75 85 102 163 187 207 216 Non-Temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 • Non-Temporal High 142 161 103 112 126 181 203 221 229 Non-Temporal Medium 134 155 85 95 110 166 189 208 216 Non-Temporal Low 132 154 80 90 105 161 184 202 211 IUL Max. CurrentIDraw1znw1:ljW.aVm1 Horn iHighi. 3115 I 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-Temporal High 255 270 303 309 Non-Temporal High 233 248 275 281 Non-Temporal Medium 242 259 293 299 Non-Temporal Medium 219 232 262 267 Non-Temporal Low 238 254 291 295 Non-Temporal Low 214 229 256 262 Horn Tones and Sound Output Data Horn and Strobe Output -Horn (dBA) 8-17.5 16-33 24-Volt Nominal Switch Volts Volts Reverberant Anechoic Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 1 Temporal High 78 78 84 84 88 88 99 98 2 Temporal Medium 75 75 80 80 86 86 96 96 3 Temporal Low 71 71 76 76 83 80 94 89 4 Non-Temporal • High 82 82 88 88 93 92 100 100 5 Non-Temporal Medium 78 78 85 85 90 90 98 98 6 Non-Temporal Low 73 74 81 81 88 84 96 92 7t Coded High 82 82 88 88 93 92 101 101 8t Coded Medium 78 78 85 85 90 90 97 98 S Coded Low 74 75 81 81 88 85 96 92 tSettings 7, 8, and 9 are not available on 2-wire horn strobes. SpectrAlert Advance Dimensions S Wall-mount horn strobes SpectrAlert Advance Ordering Information Wall Horn Strobes P2R 2-Wire Horn Strobe, Standard Cd, Red P2R-P 2-Wire Horn Strobe, Standard Cd, Red, Plain P2R-SP 2-Wire Horn Strobe, Standard Cd, Red, "FUEGO" P2RH 2-Wire Horn Strobe, High Cd, Red P2RH-P 2-Wire Horn Strobe, High Cd, Red, Plain P2W 2-Wire Horn Strobe, Standard Cd, White °2W-P) 2-Wire Horn Strobe, Standard Cd, White, Plain P2WH 2-Wire Horn Strobe, High Cd, White P2WH-P 2-Wire Horn Strobe, High Cd, White, Plain P4R 4-Wire Horn Strobe, Standard Cd, Red P4R-P 4-Wire Horn Strobe, Standard Cd, Red, Plain P4RH 4-Wire Horn Strobe, High Cd, Red P4W 4-Wire Horn Strobe, Standard cd, White Wall Strobes SR Strobe, Standard Cd, Red SR-P Strobe, Standard Cd, Red, Plain SR-SP Strobe, Standard Cd, Red, "FUEGO" Wall Strobes (cont.) SRH Strobe, High Cd, Red SRH-P Strobe, High Cd, Red, Plain SRH-SP Strobe, High Cd, Red, "FUEGO" SW Strobe, Standard Cd, White SW-P Stroce, Standard Cd, White, Plain SWH Stroce, High Cd, White SWH-P Strooe, High Cd, White, Plain Horns HR Horn, Red HW Horn, White Accessories TR-HS Trim Ring, Wall, Rea SBBR Indoor Surface Mount Back Box, Red SBBW Indoor Surface Mount Back Box, White S Notes: All-P models have a plain housing (no "FIRE" marking on cover) All -SP models have "FUEGO" marking on cover "Standard cd" refers to strobes that include 15, 15/75, 30, 75, 95, 110, and 115 candela settings. "High cd" refers to strobes that include 135, 150, 177, and 185 candela settings. T" 3825 Ohio Avenue • St. Charles, IL 60174 ©2014 Sythem Sensor. 5 SEN Phone. 800-SENSOR2 • Fax: 630-377-6495 Product specificalfjns subject to change without notice. Visit systemse000r.com for current produ;l information, including the latest version at this data sheet. www.systemsensor.com AvDS10201 • 1114 CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. (7125-1653:01883 Page 1 of I CATEGORY: 7125-- FIRE ALARM DEVICES FOR THE HEARING IMPAIRED LISTEE: System Sensor, Unincorporated Div of Honeywell Intl Inc.3825 Ohio Ave, St. Charles, IL 60174 Contact: Pete Sennett (630) 762-5362 Fax (203) 484-7309 Email: pete.sennetthoneywell.com DESIGN: Models CHSR and CHSW Chime/Strobes. Models P21R, P2RH and P2WH Horn/Strobes two-wire type, rectangular enclosure. Models PC2R, PC2W, PC2RH and PC2WH Horn/Strobes two-wire type, round enclosure Models P4R, P4W, P4RH and P4WH Horn/Strobes four-wire type, rectangular enclosure. Models PC4R, PC4W, PC4RH and PC4WH Horn/Strobes* four-wire type, round enclosure. All models are intended for indoor use only unless other wise indicated. Models may be followed by the suffix "K" indicating indoor or outdoor use, or may be followed by suffix P' for plain housing with no lettering. "K" suffix models are suitable for outdoor applications at temperatures from -40°F to +151°F (-40°C to +66°C) and are rated NEMA 4X when used with the System Sensor weather proof back boxes models SA-WBB (Wall), SA-WBBW (Wall), SA-WBBC (Ceiling) and *SA..IP/BCW (Ceiling). Refer to listee's data sheet for additional detailed product description and operational considerations. RATING: Standard Horn/Strobes and Chime/Strobes 8 - 17.5 or 16-33 VDC/FWR Hi CD Horn/Strobes 16-33 VDC/FWR S INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances, and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number, electrical rating, and UL label. APPROVAL: Listed as *horn/strobes or chime/strobes suitable for signaling appliances and equipment for the hearing impaired applications when used with separately listed compatible fire alarm control units. Horn/strobes with -K suffix are suitable for indoor or outdoor use, ceiling or wall mount. Chime section is suitable for private mode and indoor use only. Horn/Strobes or chime/strobes* can generate the distinctive three-pulse audible Temporal Pattern Fire Alarm Evacuation Signal (for total evacuation) in accordance with NFPA 72, 2010 Edition. Refer to listee's Installation Instruction Manual for details. *Corrected 12-15-11 bh This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other S Date Issued: July 01, 2019 Listing Expires (June 30, 2020) Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division