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1958 KELLOGG AVE; ; FPC2018-0349; Permit
Cr'city of PERMIT REPORT Carlsbad Print Date: 12/01/2020 1 Permit No: FPC2018-0349 Job Address: 1958 KELLOGG AVE, CARLSBAD, CA 92008-6581 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120920100 Track 4*: Applied: 10/23/2018 Valuation: $1,498,226.00 Lot #: Issued: 11/07/2018 Occupancy Group: Project #: Finaled Close Out: 04/11/2019 #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Inspector: Plan Check 4*: Final Inspection: Project Title: Description: STEROGENE -REVISED PLANS FOR SPRINKLERS (156 HEADS) Applicant: FPContractor: COSCO FIRE PROTECTION COSCO FIRE PROTECTION INC MATE JORGENSEN 1075W LAMBERT RD 4990 GREENCRAIG LN BREA, CA 92821-2944 SAN DIEGO, CA 92123-1673 (858) 444-2000 (858) 444-2000 FEE AMOUNT FIRE NFPA 13 or 13R System> 100 heads $654.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $136.00 Total Fees: $790.00 Total Payments To Date: $790.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 1760-602-8561 f I www.carlsbadca.gov -Tr c2o - ô 34 San Diego Branch Office .00 000 4990 Greencraig Lane 04000:: cosco San Diego, CA 92123 I .nl e , •• • ir f ,'f 1 (858) 444-2000 fax: 444-2056 II Protection CALic.: C-16#577621 www.coscofire.com MATERIAL SUBMITTAL & HYDRAULIC CALCULATIONS Date: STEROGENE - 1958 KELLOGG — PHASE 1 4, ' .... 1958 KELLOGG AVE. CARLSBAD JOB # 1O.CA_5416 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Submitted by: MATT JORGENSEN S Los Angeles • San Francisco • Orange • Fresno 0 San Diego 0 Seattle tqcn I Worldwide i I Fire Protection Contacts i www.tyco-fire.com i • Products I Series TY-B, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description The TYCO Series TV-B, 5.6 K-factor, Upright (TY315) and Pendent (1Y325) Sprinklers described in this data sheet are standard response, standard cov- erage, decorative 5 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, com- mercial occupancies such as banks, hotels, shopping malls, factories, refin- eries, and chemical plants. The recessed version of the Series TY-B Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-B Sprinklers are described in Tech- nical Data Sheet TFP352. Sprinkler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The Series TY-B Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers (SINs) TY315 ......Upright 5.6K, 1/2"NPT Pendent 5.6K, Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato- ries, Inc. (UL). Discharge Coefficient K = 5.6 GPM/p5i½ (80,6 LPM/bar1h) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly . . .Stainless Steel w/TEFLON Bulb. . ....... .. .................... Glass Compression Screw .................Bronze Deflector ..........................Bronze JULY 2017 The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TV-B, 5.6 K-factor, Upright (1Y315) and Pendent (1Y325) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Loss Preven- tion Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. TFPI52 TFPI52 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression 3 - Sealing Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN STYLE 150r20 RECESSED ESCUTCHEON CROSS SECTION 1 7/16 (11,1 mm) I NOMINAL MAKE-IN J 2 L~Lr (50,8 mm) 1/2 NPT** UPRIGHT \J (50,8 mm) , 1 3/8 (34,9 mm) DEFLECTOR * PENDENT WR 2-7/8' (73,0 mm) DIA. - RECESSED PENDENT FIGURE 1 SERIES TV-B UPRIGHT (TV315) AND PENDENT (TV325) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE Installation The TYCO Series TY-B, 5.6 K-factor, Upright (1Y315) and Pendent (TY325) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 360°F (182°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the escutch- eon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-B Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions. Step 1. Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 15 or Style 20 Closure over the Series TY-B Sprinkler and push the Closure over the Mounting Plate until its flange contacts the ceiling. / WRENCH RECESS /(USE ONLY ENJD"A') FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI52 Page 3 of 4 S Care and Maintenance The TYCO Series TV-B, 5.6 K-factor, Upright (TY315) and Pendent (TY325) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) Thereafter, annual inspections per NFPA 25 are required; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TV-B Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Standard Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table B) Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 2-7/8 DIA. (73,0 mm) 2-1/4 DIA. FACE OF - (57,2 mm) SPRINKLER FITTING 5/8 (15,9 mm) _____ - ________ FLUSH 3/8±5/16"J (9,5±7,9 mm) I III _ MOUNTING / 1/8 J SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TY-B PLATE 3/4' (19,1 mm) FIGURE 4 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY (TY325) WITH TWO-PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8 DIA. (73,0 mm) FACE OF SPRINKLER - 2-1/4 DIA. FITTING (57,2 mm) 5/16±1/4 1/2'(12,7mm) I (7,9±6,4 mm) FLUSH / MOUNTING / 1/8 J SURFACE//C \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TYB PLATE 7/8 (22,2 mm) FIGURE 5 SERIES TV-B RECESSED PENDENT SPRINKLER ASSEMBLY (TY325) WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 1 NATURAL BRASS - PURE WHITE (RAL9010)°° POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005) POLYSTER 9 CHROME PLATED 570 I 5.6K UPRIGHT (1/2" NPT) I TY315 571 I 5.6K PENDENT (1/2- NPT) I TY325 * Use suffix "I" for ISO 7-1 connection; for example, 77-570-4-175-I Eastern Hemisphere sales only OPEN indicates sprinkler assembly without Glass Bulb, Button, and Sealing Assembly to TFPI52 Page 4 of 4 K SPRINKLER TYPE TEMPERATURE RATING BULB LIQUID COLOR SPRINKLER FINISH (7) NATURAL BRASS i CHROME PLATED POLYESTER** 135°F (57°C) Orange UPRIGHT (TY315) 155°F (68°C) Red 175°F (79°C) Yellow 5.6 and PENDENT (TY325) Figure 1 1, 2, 3,4, 5, 6, 200°F (93°C) Green 286°F (141°C) Blue 360°F (182°C) Mauve 1/2" NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED PENDENT (TY325)* 1, 2, 3, 4, 175°F (79°C) Yellow 200°F(93°C) Green Figures 4 and 5 286°F (141°C) Blue 1,2 Notes: Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Approved by FM Global (FM Approvals) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03) VdS Approved (For details contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53-428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05) Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. * Installed with Style 15 (1/2 NPT) 5/8" Total Adjustment Recessed Escutcheon, as applicable Frame and deflector only N/A - Not Applicable TABLE A SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS P/N*77_XXX_X_ SIN XXX SPRINKLER TEMPERATURE I FINISH RATINGS 135 135°F(57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F(93°C) 286 286-F (141-C) 360 360-F (182-C) 000 OPEN*** TABLE B SERIES Tv-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. TEFLON is a registered trademark of DuPont tqco Fire Protection Products I tq Worldwide Fire Protection Contacts www.tyco-fire.com I • Products Series TY-B - 28, 56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description TYCO Series TV-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers described in this technical data sheet are standard response, standard coverage decorative 5 mm glass bulb type spray sprinklers designed for use in light, ordinary, or extra hazard, commer- cial occupancies such as banks, hotels, shopping malls, factories, refineries, and chemical plants. The recessed version of the Series TV-B Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. It uses a two-piece Style 10(1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version of the Series TV-B Pendent Sprinkler can be obtained by utilizing the Series TV-B Pendent Sprinkler in combination with the Model S2 Shield. NOTICE The Series 7Y-B Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (NFPA), in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. Contract the installing contractor or product manufacturer with any questions. Sprinkler Identification Numbers (SINs) TY1151 - Upright 2.81K, 1/2" NPT TY1251 - Pendent 2.81K, 1/2 NPT TY3151 - Upright 5.61K, 1/2- NPT TY3251 - Pendent 5.6K, 1/2" NPT TY4151 - Upright 8.0K, 3/4- NPT TY4251 - Pendent 8.011K, 3/4" NPT 1Y4851 - Upright 8.01K, 1/2-NPT TY4951 - Pendent 8.01K, 1/2- NPT NOVEMBER 2014 TFPI5I 0) 0 TFPI5I Page 2 of 8 I 7/16" 1 (11,1 mm) I NOMINAL I MAKE-IN I 2-3/16' (55,6 mm) 1/2' NPT** WRENCH FLATS UPRIGHT CEILING PLATE SEATING SURFACE /j rim) 1 - Frame 5 - Compression 2 - Button Screw 3 - Sealing 6 - Deflector* Assembly 7 - Bushing 1 4 - Bulb T' F_ 2 * Temperature rating is I indicated on Deflector. Ii 5 ** Pipe thread connections .0461, 6* per ISO 7-1 can be provided on special request. PENDENT CROSS SECTION FIGURE 1 SERIES TY-B UPRIGHT (TYII5I) AND PENDENT (TY1251) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on ESCUTCHEON Deflector. special request. PLATE SEATING SURFACE 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* 0 TNOMINAL 2~-3/16" - MAKE-IN 5 T(55,6 mm) wo r k?J 1/2' NPT** T WRENCH STYLE 10 F— 2-7/8" (73,0 mm) DIA. —H FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT CROSS SECTION FIGURE 2 SERIES TY-B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE TFPI5I Page 3 of 8 * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* ESCUTCHEON PLATE SEATING SURFACE I 1/2 (12,7 mm) NOMINAL :.i 1 2- MAKE-IN (58,7 mm) 2-1/4 1-9/16 I ////sf;lyI 5/16 (39,7 mm) (57,2 mm) 3/4 NPT** I WRENCH STYLE 40 2-7/8 (73,0 mm) DIA. FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON RECESSED PENDENT 111 CROSS SECTION FIGURE 3 SERIES TY-B UPRIGHT (TY4151) AND PENDENT (TY4251) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT, STANDARD RESPONSE 7/16 I (11,1 mm) I NOMINAL MAKE-IN 2-3/16 (55,6 mm) 1 1/2 NPT** I WRENCH FLATS FLATS UPRIGHT CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 3 - Sealing 6 - Deflector* / 1 Assembly i I / 4 - Bulb 2-1/4 (57,2 mm) * Temperature rating is 1-9/16 indicated on Deflector. (39,7 mm) 4____5 _ ** Pipe thread connections per ISO 7-1 can be 6* provided on special request. PENDENT CROSS SECTION fl FIGURE 4 SERIES TV-B UPRIGHT (TY4851) AND PENDENT (TV4951) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT, STANDARD RESPONSE 0 TFPI5I Page 4 of 8 K SPRINKLER TYPE TEMPERATURE RATING BULB LIQUID COLOR SPRINKLER FINISH (8) NATURAL BRASS I I CHROME PLATED I POLYESTER*** LEAD COATED I WAX COATED COATED 135°F (57°C) Orange 155°F (68°C) Red UPRIGHT 2.8 NPT (TY1151) and PENDENT (TY1251) 1, 2, 3 N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Figure 1 Blue 360°F(182°C) Mauve 1,2 135°F (57°C) Orange 155°F(68°C) Red UPRIGHT (TY3151) and PENDENT (TY3251) 1,2,3,4,5,6,7 1,2,3,5 1,2,3,5 1,2,3,5 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) 5.6 Figure 2 Blue 1",2",3—,5-J 360°F (182°C) Mauve N/A NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED PENDENT (TY3251)* 1, 2, 3, 4,5 N/A 175° F (79°C) Yellow 200°F (93°C) Green Figure 5 286°F (141°C) Blue 1,2 135°F (57°C) Orange 155°F(68°C) Red UPRIGHT (1Y4151) and PENDENT (TY4251) 1,2,3,4,5,6,7 Green 1,2,5 1,2,3,5 1,2,5 175°F (79°C) Yellow 200°F (93°C) 286°F (141°C) Blue 1°°, 2°°, 5** 1°°, 2°°, 5°° 8.0 Figure 3 360°F(182°C) Mauve N/A 3/4 NPT 135°F (57°C) Orange 155°F (68°C) Red RECESSED PENDENT (TY4251)* 1,2,3,4,5 N/A 175°F (79°C) Yellow 200°F (93°C) Green Figure 6 286°F (141°C) Blue 1,2 135°F (57°C) Orange 155°F (68°C) Red UPRIGHT 8.0 NPT (TY4851) and PENDENT (1Y4951) 1,2,3,4,5,6 N/A 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Figure 4 360°F (182°C) Mauve Notes: Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Approved by FM Global (FM Approvals) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03) Approved by the City of New York under MEA 354-01-E VdS Approved (For details contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444 / Fax 31-53-428-3377) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05) Where Polyester Coated, Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion- Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax-over-Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion-Resistant Sprinklers. * Installed with Style 10(1/2' NPT) or Style 40 (3/4 NPT) 3/4 Total Adjustment Recessed Escutcheon, as applicable ** 150'1' (66'C) maximum ceiling temperature Frame and deflector only N/A— Not Applicable TABLE A SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS LABORATORY LISTINGS AND APPROVALS TFPI5I Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL CHROME 1POLYESTER. LEAD WAX WAX-OVER-LEAD BRASS PLATED COATED COATED COATED 2.8 UPRIGHT (TY1151) 1/2" and 175 psi (12,1 bar) N/A NPT PENDENT (TY1251) UPRIGHT (TY3151) and 5.6 PENDENT (TY3251) 250 psi (17,2 bar) (a) 1/2" OR NPT 175 psi (12,1 bar) RECESSED PENDENT (TY3251) UPRIGHT (TY4151) and 175 psi (12,1 bar) 8.0 PENDENT (TY4251) 3/4" NPT RECESSED PENDENT 175 psi (12,1 bar) N/A 8.0 UPRIGHT (TY4851) 1/2" and 175 psi (12,1 bar) NPT PENDENT (TY4951) Notes: a. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL), the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL), and the Approval by the City of New York. * Frame and deflector only N/A - Not Applicable TABLE B SERIES TV-B UPRIGHT AND PENDENT SPRINKLERS MAXIMUM WORKING PRESSURE [1 n Technical Data Approvals UL and C-UL Listed FM Approved LPCB Approved VdS Approved NYC Approved (Refer to Table A for complete ap- proval information, including corro- sion-resis-tant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K=2.8 gpm/psi1/2 (40,3 1pm/bar1/2) K=5.6 gpm/psi1I2 (80,6 1pm/bar1/2) K=8.0 gpm/psil/2 (115,2 1pm/bar112) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table C. Physical Characteristics Frame..................,,,,, Bronze Button..................Brass/Copper Sealing Assembly.......Beryllium Nickel w/TEFLON Bulb .........................Glass Compression Screw.,.,.,,,,,,, Bronze Deflector ..................... Copper Bushing (K=2.8) ...............Bronze Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria TYCO Series TV-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprinclers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of the FM Global Loss Prevention Data Sheets). Only the Style 10 or 40 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or 10 Natural Brass 2-7/8 DIA. 5/8±1/4 (73,0 mm) 3/4(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. I 1/4' (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING mm)_ MOUNTING SURFACE SERIES 1-1/4'(31,8 mm) I CLOSURE TV-B 3/4' (19,1 mm) FIGURE 5 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8 DIA. (73,0 mm) H 3/4' (19,1 mm) 2-1/4' DIA. 1/4' (6,4 mm) (57,2 mm) MOUNTING - DI AT I 1/8 (3,2 mm) 1-5/16' (33,3 mm) 13/16(20,6mm) FIGURE 6 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 5/8±1/4' (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES TV-B TFPI5I Page 6 of 8 WRENCH RECESS (END 'A' USED FOR 1/2' NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4' NPT MODELS) FIGURE 7 IN- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 8 W- TYPE 7 RECESSED SPRINKLER WRENCH Installation TYCO Series TY-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 360°F (182°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Obtain a leak-tight 3/4 inch NPT sprinkler joint by applying a minimum to maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. TFPI5I Page 7 of 8 Upright and Pendent Sprinklers The Series TV-B Upright and Pendent Sprinklers must be installed in accor- dance with the following instructions: Note: Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 1. With pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 2. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 7). For wax-coated sprinklers, use an 8 or 10 inch adjustable wrench. With reference to Figures 1 through 4, the W-Type 7 Recessed Sprinkler Wrench or an adjustable wrench, as applicable, is to be applied to the sprinkler wrench flats. When installing wax-coated sprinklers with an adjustable wrench, exercise care to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environment. Open the jaws of the wrench sufficiently wide to pass over the wrench flats without damaging the wax coating. Before wrench tightening the sprinkler, adjust the jaws of the wrench to contact only the sprinkler wrench flats. After wrench tightening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, inspect the sprinkler wrench flats and frame arms and retouch (repair) the wax coating when- ever the coating has been damaged and bare metal is exposed. Retouch the wax coating on the wrench flats by gently applying a heated 1/8 inch diameter steel rod to the damaged areas of wax, to smooth it back over areas where bare metal is exposed. NOTICE Only retouching of the wax coating applied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precau- tions need to be taken when handling the heated rod in order to prevent the installer from being burned. Recessed Pendent Sprinklers The Series TV-B Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions: Step A. After installing the Style 10 or 40 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 8). With reference to Figure 3 or 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling is installed or the finish coat is applied, slide on the Style 10 or 40 Closure over the Series TV-B Sprinkler and push the Closure over the Mounting Plate until its flange contacts the ceiling. Care and Maintenance TYCO Series TV-B, 2.8, 5.6, and 8.0 K-factor, Upright and Pendent Sprin- klers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection system from the proper authorities and notify all personnel who may be affected by this action. The owner must assure that the sprinklers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dust- ing with a feather duster; otherwise, non-operation in the event of a fire or inadvertent operation may result. Absence of an escutcheon, which is used to cover a clearance, may delay the time to sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist' slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to Installation Section.) The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinklers are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. 135 135-F (57-C) 155 155°F (68°C) 175 175°F(79°C) 200 200°F (93°C) 286 286°F (141°C) 360 360°F (182°C) 000 OPEN*** 1 I NATURAL BRASS PURE WHITE (RAL9010) * POLYESTER - SIGNAL WHITE (RAL9003) POLYESTER - JET BLACK (RAL9005) POLYESTER 6 WAX COATED 286°F (141°C) MAX 7 LEAD COATED WAX-OVER-LEAD 8 286°F (141°C) MAX 9 I CHROME PLATED TFPI5I Page 8 of 8 P/N 57 - XXX - X - XXX SIN SPRINKLER TEMPERATURE I FINISH I RATING 530 2.8K UPRIGHT (1/2 NPT) TY1151 531 2.8K PENDENT (1/2" NPT) TY1251 570 5.6K UPRIGHT (1/2NPT) TY3151 571 5.6K PENDENT (1/2" NPT) 1Y3251 590 8.OK UPRIGHT (3/4NPT) TY4151 591 8.0K PENDENT (3/4" NPT) TY4251 560 8.OK UPRIGHT (1/2NPT) 1Y4851 561 8.0K PENDENT (1/2 NPT) TY4951 Notes: * Eastern Hemisphere sales only Available in only 8.0K, 155°F (68°C) or 200°F (93°C); requires lead time to manufacture Available only for 8.0 K-factor TY4151 and TY4251 for use in deluge systems ("OPEN" indicates sprinkler assembly without glass bulb, button, and sealing assembly) TABLE C SERIES TY-B UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION S Limited Warranty For warranty terms and Conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TV-B (specify SIN), (specify K-factor), (specify Upright or Pendent) Sprinkler with (specify) temperature rating, (specify) finish or coating, P/N (Refer to Table C) Recessed Escutcheon Specify: Style (10 or 40) Recessed Escutcheon with (specify) finish, P/N* Refer to Technical Data Sheet TFP770 Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, PIN 56-850-4-001 Wax Sticks (for retouching wrench-damaged wax coating) Specify: (specify color, below) Colored Coded Wax Stick for retouching (specify temperature rating) temperature-rated Series TV-B Sprinklers, P/N (specify) Black for 135°F (57°C) ......P/N 56-065-1-135 Red for 155°F (68°C) .......PIN 56-065-1-155 Yellow for 175°F (79°C) .....P/N 56-065-1-175 Blue for 200°F (93°C) and 286°F (141°C) .........P/N 56-065-1-286 Note: Each wax stick is suitable for retouching up to 25 sprinklers. Note: The wax used for 286°F (141°C) sprinklers is the same as for 200°F (93°C) sprinklers, and, therefore, the 286°F(141 °C) sprinkler is limited to the same maximum ceiling temperature as the 200°F (93°C) sprinkler (i.e., 150°F[66°C]). GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of the DuPont Corporation. Fire Protection Products Worldwide I tqca Contacts www.tyco-fire.com I Ultra K17 - 168 K-factor Upright Control Mode Specific Application Sprinkler Standard Response, 155°F (68°C) & 200°F (93°C) General Description The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprinkler (Ref. Figure 1) is an automatic sprin- kler of the frangible bulb type. It is intended for use with National Fire Pro- tection Association Control Mode Spe- cific Application installation criteria for the protection of high piled storage. It may also be utilized as a 16.8 K-fac- tor, upright, standard response storage sprinkler in accordance with Factory Mutual Loss Prevention Data Sheets. See FM 2-0 and 8-9 for specific design and installation criteria. The Ultra K17 Sprinkler can provide a higher level of protection than other standard spray sprinklers and, in some cases, it can provide an economi- cal advantage by eliminating in-rack sprinklers. Applications for the Ultra K17 Upright Control Mode Specific Application Sprinkler are expanding beyond the current specific application listings! approvals. For information regard- ing research fire tests which may be acceptable to an authority having juris- diction, please contact the Technical Services Department. EMM The Ultra K17, Standard Response, Upright Control Mode Specific Applica- tion Sprinkler described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) Refer to Table A for sprinkler identification number. Technical Data Approvals UL and C-UL Listed FM and NYC Approved Refer to Table C for specific details on laboratory listings and approvals. The approvals apply to the service conditions indicated in the Design Criteria section. Finish Natural Brass Physical Characteristics Frame ............................Bronze Buttol ............................Bronze Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb (5 mm).........................Glass Compression Screw ..................Brass Deflector ..............Chrome Plated Brass Additional Technical Data Refer to Table A for additional technical data. MAY 2018 Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. TFP33O TFP33O Page 2 of 4 1 - Frame 6 2 - Button 5* 1/2 3 - Sealing Assembly 4 2-3/8 4 - Bulb 5 - Deflector' (12,7 mm) 6 - Compression NOMINAL (60 mm) Screw Temperature rating is ' MAKE-IN indicated on deflector. * 3 WRENCH 3/4' FLAT NPT CROSS SECTION UPRIGHT FIGURE 1 ULTRA K17, 155°F (68°C) & 200°F (93°C), UPRIGHT SPRINKLER (TY7153) Design Criteria UL and C-UL Listing Requirements The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprin- kler may be installed in accordance with NFPA 13 "Control Mode Specific Application Sprinkler (for Storage Use)" requirements to provide ceiling only protection (that is, no in-rack sprin- klers) for high piled storage occupan- cies (Solid-piled, palletized and rack storage including but not limited to Class I-IV and Group A plastics) using the criteria from NFPA 13. Refer to Table B for additional information. FM Approval Requirements The TYCO 16.8 K-factor, Ultra K17 Sprinklers may be installed with the applicable storage sprinkler guide- lines provided by Factory Mutual. (FM guidelines may differ from UL and C-UL Listing criteria.) Item Description TY7153 Sprinkler Identification Number (SIN) TY7153 is a redesignation for C7153, 01887, and S8042. K-factor, gpm/psP4 (lpm/bar½) 16.8 gpm/p5i½ (241,9 Ipm/bar) Temperature Rating OF (°C)1 5OJYr9o9J) Thread Size 3/4 in. NPT Sprinkler Orientation Upright Maximum Working Pressure, psi (bar) 175 psi (12 bar) Note: 1. Refer to Table C for laboratory listings and approvals. TABLE A ULTRA K17 UPRIGHT SPRINKLER TECHNICAL DATA Li TFP33O Page 3 of 4 Storage Type NFPA FM Global Sprinkler Type CMSA Storage Response Type SR SR System Type Wet and Dry Wet and Dry Temperature Rating OF (°C)1 155°F (680C)1 155°F (68°C)1 200°F (93°C) 200°F (93°C) Open Frame (i.e., no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage of Refer to NFPA 13 Refer to FM 2-0 and 8-9 Class -IV and Group A or B Plastics Solid Pile or Palletized Storage of Class l-IV and Group A or B Plastics Refer to NFPA 13 Refer to FM 2-0 and 8-9 Idle Pallet Storage Refer to NFPA 13 Refer to FM 2-0, 8-9, and 8-24 Rubber Tire Storage Refer to NFPA 13 Refer to FM 2-0 and 8-3 Roll Paper Storage (Refer to the Standard) Refer to NFPA 13 Refer to FM 8-21 Flammable/Ignitable Liquid Storage (Refer to the Standard) Refer to NFPA 30 Refer to FM 7-29 Aerosol Storage (Refer to the Standard) Refer to NFPA 30B Refer to FM 7-31 Automotive Components in Portable Racks (Control mode only; refer to the Standard) Refer to NFPA 13 N/A Notes: 1. Refer to Table C for laboratory listings and approvals. N/A - Not Applicable TABLE B ULTRA K17 UPRIGHT SPRINKLER COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW SPRINKLER FINISH TYPE TEMPERATURE BULB LIQUID NATURAL BRASS WITH CHROME DEFLECTOR UPRIGHT K16.8 (TY7153) 155°F (68°C) Red 3,4 200°F (93°C) Green 1, 2, 3, 4 NOTES: Listed by Underwriters Laboratories, Inc. (UL Listed) Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL Listed) Approved by Factory Mutual Research Corporation (FM Approved) Approved by the City of New York under MEA 177-03-E TABLE C LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria section) TFP33O Page 4 of 4 7::~_ \N WRENCH RECESS FIGURE 2 W-TYPE 8 SPRINKLER WRENCH Installation The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprinkler must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontal, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 in. (1,6 mm). A leak-tight 3/4 in. NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N•m). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Step 1. With pipe thread sealant applied to the pipe threads, hand tighten the Ultra K17 Sprinkler into the sprinkler fitting. Step 2. Using the W-Type 8 Sprinkler Wrench (Ref. Figure 2) applied to the sprinkler Wrench Flats (Ref. Figure 1), tighten the Ultra K17 Sprinkler into the sprinkler fitting. Care and Maintenance The TYCO 16.8 K-factor, Ultra K17, Standard Response, Upright Control Mode Specific Application Sprinkler must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. Refer to Installation section for additional information. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associ- ation, such as NFPA 25, in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Ultra K17 (TY7153), K = 16.8, Upright Control Mode Specific Appli- cation Sprinkler, Standard Response, (specify) temperature rating, P/N (specify): 155°F (68°C)..................51-887-1-155 200°F (93°C) .................51-887-1-200 Sprinkler Wrench Specify: W-Type 8 Sprinkler Wrench, P/N 56-892-1-001 E 1400 Pen nbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 02010 Johnson Controls. All rights reserved. All specifications and Other information shown were current snot document revision date and are subject to change without notice. NATIONAL FIRE PROTECTION ASSOCIATION and NFPA ow raginlsrnd rodnmoTsn on Nelicnul Ore PrcrecllonAc000lollonI TEFLON Is a registered trodemorlc of DuPont Johnson 01t, Controls Worldwide I I tqca Contacts www.tyco-fire.com I Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY-FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY313 ....... Upright 5.61K, 1/2"NPT Pendent 5.61K, Technical Data Approvals Refer to Table A Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)' The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Underwriters Laborato-ries, Inc. (UL). Discharge Coefficient K=5.6 GPM/p5i½ (80,6 LPM/bar"2) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/copper Sealing Assembly . Stainless Steel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector ..........................Bronze FEBRUARY 2018 #T. ' Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. TFPI72 TFPI72 Page 2 of 4 9 Components: 1 - Frame 2 - Button 3 - Sealing Assembly * Temperature rating is ** Pipe thread connections per ISO 7-1 4 - Bulb indicated on Deflector, can be provided on special request. 5 - Compression Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) 6 - Deflector* DEFLECTOR * SEATING SURFACE NPT** NOMINAL MAKE-IN STYLE 150r20 RECESSED ESCUTCHEON 7/16 I (11,1 mm) ______ 11•51NN I NOMINAL 2 MAKE-IN (50,8 mm) _____ _____ (34mm) w 2-7/8 (73,0 mm) DIA. 13/ 2 (50,8 mm) 1/2 NPT** DEFLECTOR* CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Installation The TYCO Series TV-FR B, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TV-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprinkler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and finishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. / WRENCH RECESS / (USE ONLY ND FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH 0 TFPI 72 Page 3 of 4 Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 2-7/8 DIA. - (73,0 mm) - 2-1/4 DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8 (15,9 mm) MOUNTING/1/8 J —I __ _______ FLUSH 3/8±5/16 (9,5±7,9 mm) ______ SURFACE —\__(3,2 mm) CLOSURE SERIES MOUNTING 1-3/8 (34,9 mm) TYFRB PLATE 3/4 (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8 DIA. (73,0 mm) FACE OF SPRINKLER - 2-1/4 DIA. FITTING (57,2 mm) 5/16±1/4" 1/2" (12,7 mm) (7,9±6,4 mm) FLUSH I MOUNTING 1/8 J SURFACE \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 9 S S TFPI72 Page 4 of 4 SPRINKLER FINISH (See Note 7) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED J POLYESTERc 135°F (57°C) Orange UPRIGHT (TY313) 155°F (68°C) Red 175°F (79°C) Yellow and 1, 2, 3, 4, 5, 6 5.6 1/2" NPT PENDENT (TY323) 200°F (93°C) Green 286°F (141°C) Blue _________________ 135°F (57°C) Orange RECESSED PENDENT (TY323) Figures 4a and 5b 1,2, 3,4 155°F (68°C) Red 175°F (79°C) Yellow 200-F (93-C) Green Notes: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact TYCO Fire Protective Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06( as Quick Response Sprinklers. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 15 (1/2" NPT) 5/8" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20(1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. C. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS -xxx -11 SPRINKLER TEMPERATURE FINISH RATINGS P/Na_77X)X SIN 370 I 5.6K UPRIGHT (1/2W NPT) TY313 371 1 5.6K PENDENT (1/2 NPT) I TY323 Notes: a. Use suffix "I" for ISO 7-1 connection; for example, 77-370-4-175-I 1 NATURAL BRASS - PURE WHITE (RAL901O)a POLYESTER SIGNAL WHITE (RAL9003) POLYESTER JET BLACK (RAL9005) POLYESTER 9 CHROME PLATED Notes: a. Eastern Hemisphere sales only 135 135-F (57-C) 155 155-F (68-C) 175 175-F (79-C) 200 200°F (93°C) 286 286-F (141-C) TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 1400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-216-362-0700 02010 Johnson Controls. All rights reserved. All specifications and Other information shown worn current snot document revision date and are subject to change without notice. Johnson 1110 NATIONAL FIRE PROTECTION ASSOCIATION and NFPA one rnglstsred t,odemothsof National Pro Prolsction Association; Controls TEFLON Ito registered trademark 01 DuPont Page 1 of 6 MIRAGE® STANDARD AND N41KJNG QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESCRIPTION Viking Mirages Standard and Quick Response Concealed Pendent Sprinkler VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinklers designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to %" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push-on", "thread-off' design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive atmospheres and is cULus Listed as corrosion resistant as indicated in the Approval Charts. The ENT finish is only available for the sprinkler assembly, the cover plate is not plated. LI TINGS AND APPROVALS UI. us cULus Listed: Category VNIV FM Approval: Class 2015 VdS NYC Approved: MEA 89-92-E, Volume 32 VdS Approved: Certificate G4080021 LPCB Approved: Ref. No. 096e/12 (( CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2032 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Chart I Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinkler VK463 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating "250" stamped on the deflector. Sprinkler VK462 is rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 5.6 U.S. (80.6 metrict) Glass-bulb fluid temperature rated to -65°F (-55°C) Patents Pending "cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). tMetiic K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass UNS-C84400 Deflector: Copper UNS-C 19500 for Sprinkler VK462 Phosphor Bronze UNS-051000 for Sprinkler VK463 Deflector Pins: Stainless Steel Alloy Bulb: Glass, nominal 3 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Yoke: Phosphor Bronze UNS-051000 Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromate over Zinc Plating Form No. F_103005 17.02.02 Rev 17.1 Replaces Form No. F_103005 Rev 16.1 (Added PNs for CCCF Approved sprinkler) S Page 2 of 6 MIRAGE® STANDARD AND QR CONCEALED PENDENT s*1II(IFs1G® SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Cover Assembly Materials: Cover: Copper UNS-C11000 Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder: Eutectic Ordering Information: (Also refer to the current Viking price list.) Viking Mirages Standard and Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately: Sprinkler: Base Part No. VK462 - 13503A for Brass finish and 13503JN for ENT finish. VK463 - HP Base Part No. 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Suffix: 155 OF (68 °C) = B, 175 OF (79 °C) = D, 200 OF (93 °C) = E For example, sprinkler VK463 with a 155 OF (68 °C) temperature rating = 13667AB. Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter), Base Part No. 13642 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by adding the appropriate suffixes for the finish and the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Brushed Chrome = F-/B, Bright Brass = B, Antique Brass = B-/A, Brushed Brass = B-/B, Brushed Copper = E-/B, Painted White = M-/W, Painted Ivory = M-/l, Painted Black = M-/B Temperature Suffix: 135°F (57 °C) UL (139°F (59 °C) FM and LPCB) =A, 165°F (74 °C) = C For example, cover 13504 with a Polished Chrome finish and a 165 OF (74 °C) temperature rating = 13504FC. Note: Square cover plate 15394 cULus Listing is for the 135 °F (57 °C) temperature rated cover plate only. Refer to the Approval Chart. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: Heavy Duty Wrench Part No. 14047W/B (available since 2006), or Head Cabinet Wrench Part No. 14031*** (available since 2006) Optional Concealed Cover Plate Installer Tool Part No. 14412 for cover 13504, or Part No. 14867 for the large diameter cover (available since 2007) **Requires a 1/2 ratchet (not available from 'liking). ***Optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Sprinklers VK462 and VK463 are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_103005 17.02.02 Rev 17.1 U Page 3 of 6 MIRAGE® STANDARD AND "i II(IIS1G®A I A QR CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. TABLE 1: AVAILABLE SPRINKLER •TEMPERATURE Sprinkler Temperature Sprinkler Nominal Maximum Ambient Temperature Rating of Cover.' Classification Temperature Rating' Ceiling Temperature' Assembly (Required) Bulb Color Ordinary 155 OF (68° C) 100 °F (38 °C) 135 OF (57 oC) cULus 139 °F(59 Fr and LPCB Red Intermediate 175 OF (79 °C) 150 OF (65 °C) 165 OF (74 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) 165 OF (74 °C) Green Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Sprinkler Finishes: Brass and ENT Corrosion Resistant Coatings': ENT Footnotes 1 The sprinkler temperature rating is stamped on the sprinkler deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway, but the Belleville spring is exposed. Approval Chart I (UL) Mirages Concealed Pendent Spnnklers VK462 and VK463 AW1 cver Plate Finish KEY Sprinkler Thread Nominal Maximum Listings and Approvals4 SIN Size K-Factor Water Working (Refer also to Design Criteria) Inch mm U.S. metric2 cULus' NYC I VdS7 LPCB () Base Part No.' Pressure Standard Response Applications 13503A VK462 1/2" - 5.6 80.6 175 psi (12 bar) -- - AY1, CZ1 AY1, BZI AY1, CZ18 -- 19785A VK462 1/2" -- 5.6 80.6 175 psi (12 bar) -- -- - -- -- AY2,CZ2 21356A VK462 -- 15 5.6 80.6 175 psi (12 bar) -- - - - -- AY2, CZ2 Quick Response Applications 13503A VK462 1/2" 15 5.6 1 80.6 175 psi (12 bar) AV1, BX1 AV1, BW16 - - -- -- 13503JN11 VK462 1/2" 15 5.6 80.6 175 psi (12 bar) I AV1, BX1 AV1, BW16 - - -- -- 13667A VK463 1/2" 15 5.6 80.6 250 psi (17.2 bar)' AV1, BX1 I AV1, BW16 - - -- -- Cover Plate Assembly Temperature Ratings' Sprinkler Temperature Ratings V - 135 OF (57 °C) cULus Listed cover 135041, 136421 (large diam- Cover Plate Assembly Finishes10 A - 155 OF '68 °C' / eter), or 153941 (square cover plate) 1 - Polished Chrome, Brushed Chrome, Bright Brass, ° ° 0C B -175 F (79 C) and 200 F (93 ) °C) W- 165°F (74 cover 135041 or 136421 (large diameter) Antique Brass, Brushed Brass, Brushed Copper, C - 200 OF (93 C) °C) 1 X - 65°F (74 cover 135041, or 136421 (large diameter) Painted White, Painted Ivory, or Painted Black OF °C) Y - 135 (57 cover 135041 LPCB Approved as 139 OF (59 °C) 2 - Brass Z - 165 OF (74 °C) cover 135041 Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. The Water Working Pressure rating is stamped on the deflector. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S. and Canada. 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 32. VdS Approved, standards VdS 2344:2005-12, VdS 2100-25:2008-01, and EN 12259-1:1999 + A1:20011 + A2:2004 + A3:2006, Certificate G4080021. 8 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2032. The 135/139 OF cover has an orange label. The 165 OF (74 "C) cover has a white label. 10 Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. 11 cULus Listed as corrosion resistant. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. Form No. F_103005 17.02.02 Rev 17.1 I 0 fa Page 4 of 6 MIRAGE® STANDARD AND QR CONCEALED PENDENT W*j® SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. ESIGNCRitERlAUL 7 (Also refer to Approval Chart 1) cULus Listing Requirements: Mirage® Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. For hazard occupancies up to and including Ordinary Hazard, Group II. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m). Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. Minimum distance from walls is 4 in. (102 mm). Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. VdS AoDroval Requirements: The sprinkler can be installed in a concrete ceiling (massive ceiling) or in a false ceiling made of light materials. This sprinkler is deflector fixed type and can be only activated by heat. The housing is not tight. Follow installation guidelines of current standards, CEA4001VdS and EN 12845. These sprinklers can only be installed in LH and OH occupan- cies, except in 0H4. NOTES: Due to the design the sprinkler type Domed-CCP' shall not be installed in false ceilings in which the false ceiling space is protected by a water extinguishing system. Due to the design the sprinkler type Domed-CCP' shall not be installed in false ceilings in which during a fire the pressure above the false ceiling may be assumed to be higher than the pressure below the false ceiling. The criterion for the dropping of the cover relevant for this approval is heat. Steps of installation: Prepare the sprinkler key. Remove the plastic cover. Hold the sprinkler with the wrench and fasten it. Replace the plastic cover and do not remove until the cover is installed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be in- stalled in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. F"] All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 1: Identification of Custom Paint for Concealed Covers Form No. F_103005 17.02.02 Rev 17.1 3-5/16" (84 mm) Figure 2: Square Cover Assembly 15394 0 Page 5 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs®vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart 2 (FM) I I Mirages Standard Response Concealed Pendent Sprinkler VK462 Awl Cover Plate Finish KEY J Sprinkler Base NPT Thread Size Nominal K-Factor Maximum FM Approvals3 Part No.' SIN Water Working (Refer also to Design Criteria below.) Inch mm U.S. metric, Pressure 13503A VK462 1/2" 15 5.6 80.6 175 psi (12 bar) AWl, BX1 Cover Plate Assembly Temperature Ratings4 Cover Plate Assembly Finishes' Sprinkler Temperature Ratings w - 139 °F (59 °C) cover 135041, 136421 (large diameter), 1 - Polished Chrome, Brushed Chrome, Bright A- 155°F (68 °C) or 153941 (square cover plate) Brass, Antique Brass, Brushed Brass, B - 175°F (79 °C) and 200°F (93 °C) X - 165°F (74 °C) cover 135041, 136421 (large diameter), or Brushed Copper, Painted White, Painted 153941 (square cover plate) Ivory, or Painted Black Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. The 139 °F (59 °C) cover has an orange label. The 165 °F (74 °C) cover has a white label. Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 1. DESIGN CRlTERlA- FM (Also refer to Approval Chart 2 above) FM AoDroval Requirements: Viking Concealed Pendent Sprinkler VK462 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page SRI -3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_103005 17.02.02 Rev 17.1 10 I Sprinkler Wrench Part No. 14047W/B** Step 1: Carefully slide the wrench sideways around the deflector and pins Sprinkler and Adapter Assembly Protective cap removed Use wrench 14047W/B** Page 6 of 6 MIRAGE® STANDARD AND QR CONCEALED PENDENT l:II[.1u.Lf. SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 2-1/4" (57 mm) diameter opening required in the ceiling. Step 2: t Carefully press the wrench upward and turn slightly to ensure engagement with the sprinkler wrench flats. ~j NEVER install the sprinkler by applying the installation wrench across the frame arms. DO NOT overtighten. Use only the designated sprinkler wrenches, Viking Part Numbers 14047W/B** or 14031**. A leak tight seal should be achieved by turning the sprinkler clockwise Ito 1-1/2 turns beyond finger tight. Figure 3: Sprinkler Installation and Proper Wrench Usage ** A 1/2" ratchet is required (Not available from Viking) Sprinkler frame arms Sprinkler wrench fla 1/2" (15 mm) NPT 2-9/16" (65 mm) Maximum 2-1/16" (52 mm) Minimum r -- _i 2-3/4" (70 mm) or NOTE: Upon sprinkler activation, the deflector descends 35/16" (84 mm) to approximately 13/16" (21 mm) below the sprinkler body. Figure 4: Sprinkler Dimensions and Cover Installation Form No. F_103005 17.02.02 Rev 17.1 Replaces Form No. F_103005 Rev 15.1 (Added PNs for CCCF Approved sprinklers; upgraded graphics) Lvk =)kfSx7A ArT, ~ ~`7, ~ #A d LVA Schedule-10/Schedule-40 - ABFII Fully Listed and FM Approved Sprinkler Pipe When you specify Allied Schedule-i O/Schedule-40 - ABFII sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - ABFII gives you the extra quality assurance you demand. Our Sch-10 (11/4"- 8") pipe and Sch-40 (1"- 2'/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. > Galvanized Pipe Schedule- 10/Schedule-40 -ABFII product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. > Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFII". In scientific laboratory tests, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* > American Made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Schedule-10/Schedule-40 -ABFll pipe are in compliance with the following: ASTM A-135, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture * See ABFII warranty Sc h-40 NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/rn - 1.049 1.680 2.05 1 25 26.6 2.5 3.05 - 11/4 1.380 2.270 2.93 1 32 35.1 4.36 4.36 - 11/2 1.610 2.720 3.61 1 40 40.9 4.0 5.37 - 2.067 3.650 5.13 1 50 52.5 5.4 7.63 - 21/2" 2.469 5.790 T 8.6 7.86 1 65 62.7 11.73 - 1 [.]iL NPS Nominal I.D. Wt. Wt. (H20 Filled) - CRR In; mm In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/rn - 11/4 1.810 2.525 7.0955 32 36.6 2.7 3.75 - 11/2: 1.682 2.080 3.04 5.6570 40 42.7 3.1 4.52 - 2.157 2.640 4.22 4.5827 - 50 54.8 3.9 6.28 - 21/2" 2.635 3.530 5.89 3.5196 65 66.9 - 5.3 8.77 - 3.260 4.330 7.94 2.5550 75 82.8 6.4 11.82 - 4.260 5.610 11.78 1.6020 100 108.2 8.3 17.53 - 5.295 7.77 17.33 1.4874 125 134.5 11.56 25.80 - 6.357 9.290 23.03 1.0251 150 161.5 13.8 34.27 - 8" 8.249 16.490 40.15 1.8365 200 209.5 24.5 59.75 - ,PPROY'D 0 Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com QV 1HiecJ • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT* Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 "° atkore @2011 Atkore International, Inc. All Rights Reserved. STP-S5-3-1 105 CASTIIRON 90 DEGREE E LBOW NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. DIMENSIONS WEIGHT' A B EACH PIECE 1 CB90033 300 1.50 1.50 0.95 11/4 CB90044 300 1.75 1.75 1.34 11/2 CB90055 300 1.94 1.94 1.80 2 CB90066 300 2.25 2.25 2.90 21/2 CB90077 300 2.70 2.70 4.75 CASTIIRONIRED. COU J I NOMINAL SIZE (INCH) ITEM CODE U MAX. WORKING P.S.I. DIMENSION WEIGHT EACH A PIECE 1X1/2 CRC031 300 1.70 0.62 1 X3/4 CRC032 300 1.70 0.80 )-- B-j 1(IE:ft CASTiIRONiSTRAIGHTTEE I NOMINAL SIZE (INCH) ifEM CODE U MAX. WORKING P.S.I. DIMENSIONS WEIGHT I EACH PIECE - A - B 1 CT333 300 1.50 1.50 1.21 11/4 CT444 300 1.75 1.75 1.87 11/2 CT555 300 1.94 1.94 1 2.51 2 CT666 300 2.25 2.25 3.96 21/2 C1777 300 2.70 2.70 6.45 CASTIIRON 45 DEGREE EL II1" NOMINAL SIZE (INCH) ITEM CODE # MAX. WORKING P.S.I. DIMENSIONS WEIGHT EACH PIECE - A - B 1 C545033 300 1.12 1.12 0.84 11/4 CB45044 300 1.29 1.29 1.40 11/2 1 CB45055 300 1.43 1.43 1 1.80 2 1 CB450661 300 1.68 1.68 1 2.79 0 C.I. THREADED FITTINGS (q (~~ <~> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 FITTINGS A Dii.io, ofShrI'ipd Prodct CAST IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL APPROVED FOR 300 PSI SERVICE. GRAY IRON PER ASTM A126 CLASS B. DIMEN- SIONS CONFORM TO ANSI 1316.4 CLASS 125 EXCEPT PLUGS CONFORM TOASME B16.14. THREADS ARE NPT PER ANSI/ASME 13I.20.1. A---A 0 CASTIIRONIRED. 90 DEG. ELBOW I NOMINAL I SIZE (INCH) ITEM ' CODE U WORKING P.S.I. MAX. IDIMb0NSi WEIGHT' EACH PIECE A B 1X1/2 CB90031 300 1.26 1.36 1 0.64 1X3/4 CB90032 300 1.37 1.45 0.87 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 1 1/2x3/4 CB90052 300 1.52 1.75 1 1.28 1 1/2X1 CB90053 300 1.65 1.80 1.51 1 1/2X1 1/4 C890054 300 1.82 1.88 1.62 2X1/2 CB90061 300 1.49 1.88 2.00 2X3/4 CB90062 300 1.60 1.97 2.05 2X1 CB90063 300 1.73 2.02 2.10 2X1 1/4 CB90064 300 1.90 i 2.10 2.30 2X1 1/2 CB900651 300 1 2.02 1 2.16 i 2.60 Page 38 C AST IIRONIPLUGS I NOMINAL I SIZE (INCH) ITEM CODE U I MAX. WORKING P.S.I. IDIMI0NI WEIGHT I EACH PIECE A 1/2 CPL001 300 0.94 0.10 3/4 CPL002 300 1.07 0.17 1 CPL003 1 300 1 1.25 0.28 11/4 CPL004 300 1.36 0.44 11/2 CPL005 300 1 1.45 0.62 2 CPL006 300 1.56 0.91 CAST t1I1III NOMINAL SIZE (INCH) ITEM CODE _ ______ MAX. WORKING P.S.I. DIMB1SIONS WEIGHT EACH PIECE A B C I 1X1X1/2 CT331 300 1.26 1.26 1.36 0.95 1 X1 X3/4 CT332 300 1.37 1.37 1.45 1.10 1X1/2X1 CT313 300 1.50 1.36 1.50 1.08 1X3/4X1 CT323 300 1.50 1.45 1.50 1.18 1X1X1 1/4 CT334 300 1.67 1.67 1.58 1.52 1X1X1 1/2 CT335 300 1.80 1.80 1.65 1.73 1 1/4X1X1/2 CT431 300 1.34 1.26 1.53 1.17 1 1/4X1 X3/4 CT432 300 1.45 1.37 1.62 1.38 1 1/4X1 X1 CT433 300 1.58 1.50 1.57 1.47 I 1/4X1X1 114 CT434 300 1.75 1.67 1.75 1.80 - I 1/4X1X1 1/2 CT435 300 1.88 1.80 1.82 2.05 1 1/4X1 1/4X1/2 CT441 300 1.34 1.34 1.53 1.37 1 1/4X1 1/4X3/4 CT442 300 1.45 1.45 1.62 1.54 1 1/4X1 1/4X1 CT443 300 1.58 1.58 1.67 1.65 1 1/4X1 1/4X1 1/2 CT445 300 -TTV 1.88 1.82 2.21 1 1/4X1 1/4X2 CT446 300 2.10 2.10 1.90 2.55 1 1/2X1 X1/2 CT531 300 1.41 1.34 1.66 1.41 1 1/2X1X3/4 CT532 300 1.52 1.37 1.75 1.65 1 1/2X1X1 CT533 300 T 1.50 1.80 1.65 I 1/2X1X1 174 CT534 300 1.82 1.67 1.88 ---23-6- 1 1/2X1X1 1/2 CT535 300 1.94 1.80 1.94 2.30 I 1/2X1 1I4X112 CT541 300 1.41 1.34 1.66 1.58 1 1/2X1 1/4X3/4 CT542 300 1.52 1.45 1.75 1.72 1 1/2X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 1 112x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22 1 1/2x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 112X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 1/2X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 2X1 X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 0T656 300 2.25 2.16 2.25 3.75 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x21/2 I CT667 1 300 2.60 2.60 2.39 5.10 5 -,,"--A T C C.I. THREADED FITTINGS FITTINGS A Diiio, ofS&,l'ipe Prod-ft LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 NOMINAL SIZE (INCH) ITEM CODE MAX. WORKING P.S.I. DIMENSIONS WBGHT EACH PIECE - A - B 1 CX033 300 1.50 1.50 1.54 11/4 CX044 300 1.75 1.75 2.40 11/2 CX055 300 1.94 1.94 1 3.10 2 CX066 300 2.25 2.25 1 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 1/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 202 2.75 Page 39 Mechanical-I® STYLES 920 AND 920N S STYLES 920 AND 920N STYLE 920 CROSS PATENTED JOB/OWNER System No. to Location CONTRACTOR ENGINEER Submitted By Spec Sect Para__________ Date Approved Date Victaulic MechanicalT® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special ' request, Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF VICTALJLIC COMPANY. © 2010 vicTAuLic COMPANY. ALL RIGHTS RESERVED. REV_K \4taulicl 11.02_i GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-I cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½'750 x 15 mm through 8 x 4/200 x 100 mm CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS 1-1 IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. 2 ½ (a) a 920N 500 1.50 200 253 1.61 5.35 2.75 3.1 50 15 -. 3450 38.1 5164 41 i 136 70 1.5 - 1A (a) D 920N 500 1.50 1.97 2.53 1.61 5.35 - 2.75 T 3.1 20 3450 38.1 50 64 41 I 136 i 70 I 1.5 - 1(a(a920N i t1.61 5.35 25 3450 38.1 47 64 L - - 41 4J 4 70 1.4 - 1¼ (a) to 920¼ 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 1 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 ] 1.7 1.5 1½ (a) to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 J 32 - 40 .3450 44.5 - Z._ L79 _. . 4136 83 I 1.7 1.5 2½ ½ (a) 920N 500 1.50 2.21 2.74 91.82 i 5.64 I 2.75 T 3.0 65 15 3450 38.1 56 7-0 - 46 J,143 70 1.4 - 3K (a) 5a 920¼ T 500 1,50 2.18 2.74 1,82 5.64 t 2.751 . 20 3450 38.1 55 - 7 46 143 I 70 1.4 - 1(a) §a 920N 500 1.50 2.06 2.74 f 1.82 5.64 2.75 '1 2.9 1 - 25 J3450 381 52 70j 46 70 1.4 - 1¼ t (a) a 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 iooT 1 '32 T 32 4 3450 44.5 58 76 1 83 46 160 76 I 1.7___j 1½ t (a) a 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 - 40 3450 50.8 58 76 83 1 46 I 159 83 1.7 1.6 761 > 1/2 (a) 920N 300 1.50 2.22 2,75 2.25 6.46 3.18 3.9 15 - 2065 38 56 ....L 70 - 57 164 81 1.8 - ~ (a) 920N 300 1.50 2.19 2.75 2.25 646 3,18 3,9 20 2065 38.1 56 j70 - 57 ,j 164 81 1,8 - 1(a) 920¼ 300 1.50 2.07 2.75 2.25 J 6.46 ' 318 '3.8 25 2065 38.1 _53 J70 - _57[164 : 81 1.7 - 1 ¼ (a) a 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 'l 3.00 3.5 3.2 32 3450 44.5 ) 58 76 84 49 160 76 16 15 - -f------f--- - 1½ (a) a 920N 500 2.00 2.28 3.00 3.31 I 1.92 6.29 1 3.25 3,5 3.3 40 3450 50.8 58 76 84 I 49 160 83 1.6 1.5 1h (a) 920N 500 1.50 2.52 3.05 228'6,15 T 2.75 -3.4 80 15 _4i~J.2 -1.6 - = '/4 (a) a 920N 500 1.50 I 2.49 3.05 2.28 6.15 2.75 3,4 20 3450 38.1 63 78 58 156 70 1.6 - 1 (a) 920N 500 1,50 2.38 3.06 I 2.28 6.15 12.75 - 3.3 - 25 3450 38.1 _61 78 - _58 156 I 70 1.6 _- 1¼ (a) to 920N 500 1.75 I 2.55 3.25 3.56 2.28"f 6.15 13.00 - 3.8 3.7 32(b) 3450 44.5 I 65 83 90 58 156 1 76 1,8 1 8 + -I----- - 11/2 (a) to 920¼ 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8[ 71 89 ,j 58 L 156 83 1.9 1.8 2 (a) a 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 T3.881 4.9 I 4.6 50 3450 63.5 , 70 - 89 90 58 172 ,' 99 j 2.3 2.1 3½ 2 920N 500 2.30 I 3.00 3.75± 11 6.72 3.88 1 1387 90 __50 3450 63.5 _76 - 95 .62 _171 _99 TABLE CONTINUED ON PG. 3 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). I- Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order (b)For 76.1 mm threaded outlet, specify 21h" BSPT clearly on order. § vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com .,4'tauiic. VICTAU . LIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIc COMPANY. ALL RIGHTS RESERVED. ______________ 11.02_2 REV_K 10 DIMENSIONS so Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15mm through 8 x 4/200 x 100 mm GROOVED OUTLET FEMALE THREADED OUTLET CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Style 4 iTi TABLE CONTINUED FROM PAGE 2 4 ½ (a) a 100 1t. 500 150 L 303 .JZ 3.56 I L1 2.69 701 275 3.7 -68 - 4-JZ +i 70 - I 92 500 ~ (a) a 1.50 3.00 3.56 269 7.01 275 37 20 3450 38.1 go 068 t 178 70 - 1(a) a 25 11/4)a)ta920N 920N 500 3450 500 1.50 38.1 1.75 2.88 73 08 3.56 90 3.78 - 4.00 2.69 701 275 36 1 68 178 70 18 2.6971H064oT36 32(b) 3450 445 78 96 102 68 178 76 19 1.8 2.00 4.00 1 1h (a) to 920N 500 3.28 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 3450 50.8 83 102 - 102 I --- 68 178 83 20 19 - + - + - 3.25 4.00 4.00 2 (a) (a 20 9 N 500 250 2.69 7.01 3 88 5.0 . 46 50 3450 635 83 102 102 68 178j 99 23 H " 2½ (a) t 500 2.75 288 4.00 400 2.69 7.34 463 5.8 5.0 65 76.1 mm 920 9203450 500 3450 69.9 2.75 69.9 2.88 73 731o2 I - 102J 4.00 102 68 186 118 26 23 2.69 1 I 463 6,4 68 186 118 - 29 3(a) t 920 500 3.50 - 3.31 I 4.50 412 -- -- + + 2.69 773 512 8.4 ) 6.4 80 3450 889 84 114 105 68 196 130 4 38 2.9 500 3450 1.75 44.5 3.08 78 3.78 96 1 ¼ )a)a 108.0 x 32 920N 2.63 764 3.05 5.0 - 67 194 78 2.3 .. -j 11/2 )a)a 920N 500 2.00 3.28 4.00 j 263 I 7.64 3.25 50 - _2_ 3450 50.8 83_.i2 . I 67 12 i I 2(a) 920N 500 2.50 3.25 4.00 2.63 7.64 400 4.0 - 50 3450 500 63.5 2.75 83 2.88 102 T 4.00 - 400 67 194 102 , 1.9 2.63 "1 7.64 4.29 8.0 7.8 76i mm 920 3450 699 7_1O2 102 67 194 109 3.6 3.5 3(a) 0 500 3.50 3.31 4.50 450 263 763 4.88 6.8 65 80 3450 500 88.9 2.00 84 4.03 114 4.75 114 4.75 67 194 124 3.1 3.0 3.16 9.70 3.69 7.4 76 5 1 ½ (a) t 125 x_._2_ ° , 3450 50.8 102 121 121 80 246 _± 2t 920 2 )a)f 500 2.50 4.00 475 4,75 3.16 970 438 8.2 8.0 50 - - . 3450 63.5 102 121 - iii z. 3.6 2½ (a) t 920 500 2.75 363 475 4.75 3.16 970 463 83 7.9 65 76.1 mm - 0 3450 500 69.9 2.75 3.75 121 121 4.75 121 80 246 118 38 3.6 3.16 9.70 '1 4.63 80 U8,35 3450 699 95 3.81 97 5.00 127 J1.1Q I 4.63 - 3(a) t 80 920 500 3450 3.50 889 316 . 970 531 8.4 88 80 246 - 135 394 o 3.17 ' 8.00 388 8.0 4- 2 133.0 x 50 9 L I 500 2.50 .~. 3.75 4.50 3 920 3.50 5.00 I 3.00 9.46 5.31 8.0 - 500 3,81 80 3450 88.9 97 127 - ' 76 240 135 36 TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: " Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another * Center of run to end of fitting. to achieve cross connections. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. § Vds approved for fire protection services a LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. I www.victaulic.com ViCTAuLIC IS REGISTERED TRADEMARK OF VICTAL)LIC COMPANY. 02010 V1CTAUL1C COMPANY. ALL RIGHTS RESERVED. REV_K \4taulicr 11.02_3 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N 0 DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HOPE pipe Sizes from 2 x ½150 x 15 mm through 8 x 4/200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. Style size No. ~Pressune@~ UIL~l Max.Work Appr x. Dimensions Weight Each 4- 11 it at Q94J I 'ii TABLE CONTINUED FROM PAGE 3 1 ½t 139.7 x 40 92O1' -- I 500 3450 200 50.8 3 78 450 3.30 8.23 3.25 7.0 96 114 - I 84 1 209 83 32 -. -r '-- •- - - - -. 500 3450 500 2.50 63.5 1.75 2t 50 3.75 4.50 3.30 8.23 3.88 9.0 95 114 - 84 209 I 99 4.1 4.43 513 513 3.79 9.15 325 5.1 - -- 4.8 6 1¼ (a) 150 > 32(b) 1 '/2 (a) to 40(b) 920¼ 920¼ 3450 500 3450 44.5 112 130 130 96 232 83 23 4.40 513 5.13 I 379 I 9.15 3.25 I 5.4 112 130 94 _i 83 2.2 5.1 2.00 5a8 2(a) to 50 - 920¼ 500 3450 500 2.50 63.5 2.75 4.38 513 5.13 379 9.15 3.88 6.0 111 130 130 96 232 99 27 -- _------ --- 5.6 2.5 - 76.1 mm a 920 3450 69.9 4.15 521 3.69 1051 1 463 105 - 132 . 94 267 118 - 84 3.8 3 (a) 500 - 3.50 ---- - -- -. - 431 550 5.13 3.69 1051 5.31 9.9 8.4 80 4 (a) to 920 3450 500 450 889110)140 j 1 130 94 1 267 381 5.75 5.38 369 iosi 6.25 101 10.1 100 920 920¼ - 3450 - 500 3450 500 1143 2.00 50 2.50 --------1- 97 I 146 I 137 94 267 159 I 4.6 f - - +---- 4.41 513 3.63 9.40 325 I 7.8 112 130 - 92 239 83 I 3.5 4.38 5.13 363 940 3.88 8.0 4.6 - 1½ (a) 159.0 x 40 2(a) 50 920¼ 3450 63.5 111 130 - 92 239 99 3.6 I H- - - 761 mm - -- 920 500 3450 -- 2.75 69.9 4.38 ) 5.50 I 5.13 3.63 9.40 4.63 9.5 111 J fJ 130 I 92 I 239 118 4.3 9.5 4.3 3 80 108.0mm ° 920 500 3450 500 3.50 88.9 4.50 4,31 I 50 513 3.63 "r 9.40 5.31 1 8.1 110 140 13092 239135j3.7 4.45 I 538 3.63 'T 9.40 6.12 14.0 64 10.0 3450 500 114.3 4.50 - I 113 I 137 I 92 239 155 I - * .- -- -± - - - - -- ....... 3.81 5.75 I 4.5 100 920 3450 114.3 3.63 9.40 6.25 18.0 96.80 146 - 92 1 239 I 159 8.2 - TABLE CONTINUED ON PG. 5 Lenter 01 run to engaged pipe end, temale threaded outlet only (dimensions approximate), t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT' clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services o -PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. Www.victaulic.com ll~Ac--taulid vIcTAULIc ISA REGISTERED TRADEMARK OF vicTAuLic COMPANY. C 201C VICTAUUC COMPANY. ALL RIGHTS RESERvED. 11.024 REV_K 0 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N 0 DIMENSIONS 1 1-114-1 GROOVED OUTLET IiI ISO PA, FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½750 x 15mm through 8 x 4/200 x 100 mm Style Max.Work Appr x. Size No. Pressure@, Dimension Weight Each Y0.ê TV , TABLE CONTINUED FROM PAGE 4 1 165.1 x 920¼ 500 1 50 3.88 4.56 ' 3.79 9.34 275 80 25 3450 38.1 99 116 - - I 96 237 70 36 1¼ -. ' 500 -- 1.75 4.43 --+-H- 5.13 I I 3.79 934 3.25 84 32 3450 445 113 130 - - 96 237 83 3.8 1,5 (a) fa 500 - 200 4.41 1- 5.13 --1 - -- 513 3.79 934 325 8.4 1 5.4 40 3450 50.8 112 130 -±.---.--- 130 96 237 83 38 . 24 ---+ - 2(a) f 500 2.50 438 513 I 513 3.79 934 388 1 8.5 1 6.0 50 3450 63.5 111 130 I 130 96 237 99 39 2.7 I 76.1mm 500 I 2.75 I 4,01 5.13 521 3.63 1051 4.63 I 86 I 7.6 3(a) t o -- 3450 - - 500 69.9 110 -- 4- 4.31 130 5.50 132 92 267 118 39 3.4 - -- t - - -- - 513 363 10.51 5.31 10.2 j 84 I 3.50 80 920 - 3450 --- 88.9 - 110 140 130 92 267 135 46 3.8 --f--- ----- + -t- 4- 4(a) 'l' 920 500 450 3.81 575 5.38 363 1051 625 i 105 84 100 - - 920 3450 - 500 1143 2.75 97 - -- 5.44 146 6.19 137 92 I 267 159 4.8 ' 38 -- - 1- + - - 6.25 4.81 1242 450 11.6 11.6 8 2(a) t x 200 50 3450 69.9 138 157 159 122 316 114 53 53 21/2 (a) t 920 500 2.75 5.07 6.19 6.19 481 1242 450 11.6 . 116 65 - 3450 -- 69.9 129 157 157 122 316 114 53 53 - 2.75 5.25 6.25 ----1----- 4.81 12,42 4.56 ( 11.6 76 .mm 920 500 -- 3450 699 133 - 159 122 316 116 5.3 3(a) to 920 500 3.50 5,31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 80 3450 -- 88.9 .. 135 - 165 165 122 316 135 I 5.7 5.3 4(a) to 920 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12,5 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings.' (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services O LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. 0 IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. © 2010 VICTALILIC COMPANY. ALL RIGHTS RESERVED. REV_K \4taulIc 11.02_5 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 MechanicalT® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C, and Ky Values Values for flow of water at +60°F/+16°C are shown in the table below. 71 Formulas for C,[', Values: L\P =Q Where: fp = Q2 Where: - U1 V ç Q = Flow (GPM) K Q = Flow (m3/h) = x AP Pressure Drop (psi) = K AP= Pressure Drop (bar) K, Flow Coefficient Exaggerated for clarity Equivalent Length of OUTLET SIZE iL I utlet Size Sc hedule 'II Carbon .. I Pipe I ½ 0.840 2 11 15 21.3 .-. .__i --.- - 94 - 34 1.250 16 20 26.7 - - j 13.7 1 25 1.315 I 21 1.660 32 42.7 42.9 41.1 1 ½ ._-__.. t 53 - - I 53 40 . 93.3 11 11 _j 45.4 45.4 - 2 I 2.375 9 10½ 112 1 104 50 2½ 60.3 2.875 96 119 20 12h 89.1 150 65 102 128.5 . 76.1 mm 3.000 , 161 16 - - 76.1 138.1 3 3.500 249 14 15,5 237 80 88.9 213.4 203.1 4.500 20 22 T 421 401 100 1143 3608 3436 Hazen-Williams coefficient of friction is 120. "Pipe with a wall thickness of 0.165in 14.2mm. www.victaulic.com Aic--ta-ulidvicrAuLic ISA REGISTERED TRADEMARK OF VICTAuLIC COMPANY. C 2010 vicTAuLic COMPANY. ALL RIGHTS RESERVED. 11.02_6 REVK S CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. CIF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR 4 - 8/100 - 200 MM CARBON STEEL PIPE The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/3450 kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 57125 mm, 67150mm and 87200 mm diameter pipe. The Style 931 comes with a 2½765mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCI) in accordance with safety codes. For more information, refer to publication 24.01. 0 Www.victaulic.com viclAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K 4tauiicr 11.02_7 MechanicaIT® STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 11.02 1480 REV UPDATED 4/2010 ictauIi VCTA1JLIC S A REGISTERED TRADEMARK OF VICTAuLIc COMPANY. © 2010 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. 11.02_K 0 A-A Component of State of c Vi. California OSHPD Approved LISTED Seismic Restraints System Beam Clamps to TOLCO Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range: /8'-16 & 1I213 rod 4" (101,6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. Features: Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in Section "A-A" or inverted. Allows easy installation for new construction or retrofit applications. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as a hex nut or the beveled locking slot of the Fig. 69R will provide a more secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in the Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load spacing and placement information relating OSHPD projects, please refer to the Seismic Restraint System Guidelines. Finish: Pre-Galvanized Order By: Part number, length, and finish. Note: Minimum return on strap is 1" (25.4mm) * Patent #5,947,424 Slot Width For Use With Length Part No. in. (mm) B3033-3/8, B3034-3/s, B3031-3/8, 6911-3/8-1./16" (11.11 Specify 65-/8, 65XT-3/8, 66-/8 69R-1/2-L s/it" (14.3) 133033-1/2, B3034-1/2, 65 1/2, 66 1/2 Specify 0 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 38 Eaton Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) B3205L - Threaded Rod (right & left hand threads) Size Range: I8"-16 thru 3-4 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. Contact customer service for alternative finishes and materials. Order By: Part number, rod size, length and finish IL Specify Length TL I Part No. Thread Size A Standard Thread Length IL in. (mm) 650°F (343°C) Lbs. (kN) Design Load 150°F (399°C) Lbs. NN) B3205-3/8 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) B3205-5/8 x /8'-11 21/2' (63.5) 2160 (9.61) 1692 (7.52) B3205-314x /4'-10 3' (76.2) 3230 (14.37) 2530 (11.25) B3205-7/8 x L /8'-9 31/2" (88.9) 4480 (19.93) 3508 (15.60) B3205-1 x L 1 -8 4" (101.6) 5900 (26.24) 4620 (20.55) B3205-1'/ex L' 11/8 _7 41/2' (114.3) 7450 (33.14) 5830 (25.93) B3205-1'/4x L 11/4 _7 (127.0) 9500 (42.25) 7440 (33.09) B3205-1'/2x 1' 11/2 .6 (152.4) 13800 (61.38) 10807 (48.07) B3205-13/4 X 1/4"-5 (177.8) 18600 (82.73) 14566 (64.79) B3205-2 x 2"4/2 8" (203.2) 24600 (109.42) 19625 (87.29) B3205-2'/4x 'L 21/4"41/2 (228.6) 32300 (143.67) 25295 (112.51) 83205-21I2x L 21/2'_4 (254.0) 39800 (177.03) 31169 (138.64) B3205-2314 x L' 2/4'-4 11" (279.4) 49400 (219.73) 38681 (172.08) B3205-3x'L' 3-4 12' (304.8) 60100 (267.32) 47066 (209.35) AIR - All Threaded Rod 120" (3.05m) Lengths Fig. 99 - All Threaded Rod Cut To Length Size Range: /81-16 thru 11/2"_6 rod in 120" 13.05m' lengths or cut to length Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain. Contact customer service for alternative finishes and materials. Order By: Part number, rod diameter and finish Part No. - Size x Length Threads Recommended Load Approx. Wt./100 R. AIR Fig.99 Per Inch Lbs. NN) Lbs. (kg) AIR 1/4" x 120 99-/4" x length 20 240 (1.07) 12 (5.44) AIR /8" x 120 99_3/6" x length 16 730 (3.24) 29 (13.15) AIR 1/2" x 120 99-1/2" x length 13 1350 (6.00) 53 (24.04) ATR 5/8" x 120 995/g" x length 11 2160 (9.60) 89 (40.37) ATR 3/4" x 120 993/4" x length 10 3230 (14.37) 123 (55.79) ATR x 120 991%' x length 9 4480 (19.93) 170 (77.11) AIR 1" x 120 99-1" x length 8 5900 (26.24) 225 (102.06) AIR 11/8" x 120 99-11/6" x length 7 7450 (33.14) 280 (121.01) AIR 11/4" x 120 99-1/4" x length 7 9500 (42.25) 351 (159.21) AIR 11I2" x 120 99.11/2" x length 6 13800 (61.38) 510 (231.33) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 238 Eaton I$ 0 PiDe Hangers TOLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCOTM 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: A c@ us 1/2" Fig. 200 - (15mm) thru 8" (200mm) pipe Overall Height USTEO Material: Steel, Pre-Galvanized to G90 specifications B Function: For fire sprinkler and other genera) piping purposes. Knurled Center of pipe to top of knurled hanger rod nut. swivel nut design permits hanger adjustment after installation. D Top of pipe to bottom of hanger rod nut, Features: - 1/2" 115mm) thru 2" (50mm) sizes have flared edges for ease of Fig. - - - 200h/2 & installation on all pipe types and protects CPVC plastic pipe from , - 200-/4 4. abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes / / keep nut from separating with hanger. Hanger is easily installed 'h... around pipe. 1/2" (15mm), 3/4" (20mm), and 21/2" (65mm) thru 8" (200mm)) Spring B / 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)) Fig. 200-21/2 200-8 to in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Fig. Factory Mutual Engineering Approved (3/4" (20mm) thru 8" (200mm)). 2001 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, 0 Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-11/2 or200M10-i'/2 Fig. 200C 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 Pipe Size Rod Size A B D Max. Rec. Load Approx. WtI100 Part No.* in. (mm) in. mm** in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 200-1/2 1/2" (15) /8"-16 M8 or M1O 31/8' 179.41 2/8' (66.7) 111/32" (34.1) 400 (1.78) 11 (5.0) 200-/4 3/4" (20) /8"-16 M8 or M1O 31/8" (79.4) 21/2" (63.5) 11/16" (27.0) 400 (1.78) 11 (5.0) 200-1 1" (25) /8'-16 MB or M10 3/8" (85.7) 2/8" (66.7) 11/8" (28.6) 400 (1.78) 12 (55) 200-11/4 11/4" (32) /8"-16 MB or M10 33/4" (94.0) 2/8" (73.0) 1/32" (29.3) 400 (1.18) 13 (5.9) 200-11/2 11/2" (40) /8"-16 M8 or MiD 3/8" (98.4) 2/8" (73.0) 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) 13/16' (30.2) 400 (1.78) 15 (6.9) 200-21/2 21/2' (65) /8"-16 MIO 55/8" (142.9) 41/8" (104.7) 1/16" (36.5) 600 (2.67) 27 (12.3) 200-3 3" (75) 3/e"-16 M10 5/" (149.1) 4" (101.6) 11/4" (31.7) 600 (2.67) 29 (13.3) 200-31I2 31/2" (90) /e"-16 M10 7/8" (181.3) 51/4" (133.3) 2/16' (55.6) 600 (2.67) 34 (15.6) 200-4 4" (100) /8"-16 MiD 7/8" (181.3) 5" (127.0) 1/8" (34.9) 1000 (4.45) 200-5 5" (125) 1/2"13 M12 91/8" (231.8) 61/4" (158.7) 311/32" (84.9) 1250 (5.56) 35 (16.0) 66 (30.2) 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) 33/4" (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 Pipe Hangers & Supports 60 Eaton TOLCO Fig. 200 - "Trimline" Adjustable Band Hanger Pipe Clamps TOLCO Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4k (20mm) thru 2' (40mm) pipe. CYtJS Material: - Pre-Galvanized Steel * 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, 2010 edition, .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). Finish: Pre-Galvanized Order By: Part number and band hanger, size from 3/4' (20mm) thru 2 (40mm). 0, Patent #5,344,108 Approx. Wt./100 Part No. lbs. (kg) 25 4.8 (2.2) _ H 0 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 99 B-Line series Pipe Hangers & Supports cUs LISTED All Threaded Rod 0 Fig. 200 "Trimline" Adjustable Band Hanger Fig. 78 All Steel Ceiling Plate Fig. 75 Swivel Attachment Fig. 65 Reversible Beam Clamp J-Beam Fig. 75 Swivel Attachment All Threaded Rod May be used as a structural attachment component of a branch line restraint g. 15 Swivel ttachment ll Threaded Rod B3100 Clevis Hanger Upper Attachments TOLCO Fig. 75 - Swivel Attachment - Size Range: - /8'-16 Rod Attachment Material: Steel 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. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support up to 4 (100mm) pipe. Finish: Electro-Galvanized Weight: Approx. Wt./100 - 13.3 Lbs. (6.0kg) Order By: Part number Patent: #7,887,248 Sit Fig. 25 Surge Restrainer May be used as a upper attachment May be used with a pitched roof appli- with short hanger rod to omit seismic cation, to meet requirements of NFPA 13 bracing (2010) Sec. 9.1.2.5. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 221 B-Line series Pipe Hangers & Supports Seismic Braci TOLCO Fig. 41 - Longitudinal "in-Line" Sway Brace Attachment Size Range: 2' (50mm) through 8" (200mm) (PS. Material: Steel Set Scre Function: For bracing pipe against sway and seismic disturbance. Inc Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" (65mm) through 8" (200mm) pipe. Approved by Factory Mutual Engineering (FM), 21/2 (65mm) through 8" (200mm) pipe. Installation Instructions: Fig. 4L is the "braced pipe' attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set screw until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact customer service for alternative finishes and materials ,@W, <j~> LISTED I Order By: Figure number, pipe size and finish 4-Way Riser Brace (plan view) Longitudinal Brace Pipe Max. Horizontal Approx. Part Size A C D Bolt Size Design Load (cULuc) W000 No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. IN) lbs. (kg) 41-21I2 21/2' (65) 6/16" (163.5) 21/2" (63.5) 2/4" (69.8) 1/2 .13 2015 (8.96) 253 (114.7) 4L-3 3' (80) 7" (177.8) 2/4" (69.8) 31/16" (77.8) 1/2'13 2015 (8.96) 268 (121.5) 414 4' (100) 81/2" (215.9) 3/8" (85.7) 311/16 (93.7) 1/2"..13 2015 (8.96) 348 (157.8) 41-5 (125) 93/4' (247.6) 3/8" (98.4) 4/8" (111.1) 1/2 -13 2015 (8.96) 380 (172.3) 41-6 (150) 111/2" (292.1) 5' (127.0) 51/8' (130.2) '/2"13 2015 (8.96) 640 (290.3) 41-8 8" (200) 131/4 (336.5) 5/8 (142.8) 5/8' (142.8) 1/2 -13 2015 (8.96) 728 (330.2) Part No. Pipe Size in. (mm) Max. Horizontal Design Load (cULuc) lbsj(kN) 30-44° lbsJ(kN) Max. Horizontal Design Load (FM) 45-590 60°-740 lbsJ(kN lbs./(kN) 150-900 lbsj(kN) 41-21/2 21/2" (65) 2015 (8.96) 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 41-3 3" (80) 2015 (8.96) 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 414 4' (1 00) 2015 (8.96) 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 41-5 5" (125) 2015 (8.96) 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 41-6 6' (150) 2015 (8.96) 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 41-8 8' (200) 2015 (8.96) 490 (2,18) 680 (3.02) 830 (3.69) 930 (4.13) * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? the installation angle measured from the vertical. FM approved when used with 1", 11/4", 1½"or2"Sch.40 brace pipe. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 174 Eaton Cone Point 0 Set Screws A Set Screws Included '0 Cone Point Set Screw B UL Horizontal Design Load 'U) Maximum Design Load Across Beam 2015 lbs. (8.96kN) Maximum Design Load Along Beam 2015 lbs. (8.96kN) ------------------------- 1 Beam, truss, or girder I ------------ - - J - Fig. 828 Seismic Braci 0 TOLCO Fig. 828 - Universal Sway Brace Attachment Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" 19.4mm1 to /8" (22.2mm) thick steel structure. For thicknesses less than /8" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set screws allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UI) and Canada (cUL). Factory Mutual Approved (FM). Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, 'bracing pipe' and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set screws (A) until the heads break off. Tighten the cone point set screw (B) until the head breaks off. Remove the flange nut from set screw (B). Install a TOLCO swivel fitting (Fig, 909, 910, 980, 986). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. 124.7kg) Order By: Figure number and finish Patent #6,098,942, #8,534,625 Canada Patent #2,286,659 Patent Pending Max. Horizontal Design Load (FM) With Brace Perpendicular To The Beam Brace Angle (degrees from vertical) 300 440 450590 600 740 750-90' 1570 2220 1210 700 (6.98kN) (9.87kN) (5.38kN) (3.11 kN) Max. Horizontal Design Load (FM) With Brace Parallel To The Beam Brace Angle (degrees from vertical) 300-440 450590 600-740 750 900 690 970 1210 1330 (3.07kN) (4.31 kN) (5.38kN( (5.91 kN) FM Approved design loads are based on ASD design method. Shown with Fig. 980 Beam, truss, or girder Fig. 828 Shown with May pivot in any Fig. 980 41 direction Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, 0 resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 180 Eaton Seismic Brad TOLCO Fig. 1001 - Sway Brace Attachment Component of State of California OSHPDApproved Seismic Restraints System Size Range: Pipe size to be braced: 1. (25mm) thru 8 (200mm) (PS. 0 Pipe size used for bracing: 1' (25mm) and 11/4' (32mm) Schedule 40 IPS. IC&S Material: Steel USTED Function: For bracing pipe against sway and seismic disturbance. - The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. / Features: Can be used to brace schedules 7 through 40 (PS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in (I visual verification of correct installation. See installation note below. Set Screws , \ Installation Note: Position Fig. 1001 over the pipe to be braced and tighten Included two hex head cone point set screws until heads bottom out. A minimum of 1' (25mm( pipe extension is recommended. Brace pipe can be installed on top or Pipe Max. Horizontal Design Load (UL) - Lbs. bottom of pipe to be braced. Size For Brace Pipe Size 1" I 11/4" Approvals: Underwriters Laboratories Listed in the USA and Canada (cULus). Sch. 1 Sch. 10 Sch. 40 Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints in. (mm) 1"/11/4" l"/11I4" 1"/11/4" Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement 1 (25) -. -- 1000/1000 1000/1000 information relating to OSHPD projects, please refer to the TOLCO Seismic 11/4" (32) 1000/1000 1000/1000 1000 /1000 Restraint Systems Guidelines, OPA-0300-10. 11/2" (40) 16001 1000 1500/1500 1500/1500 Finish: Plain or Electro-Galvanized. Contact customer service for alternative 2" (50) 1000/1000 2015/2015 2015/2015 finishes and materials. 21/2'S (65) 1600/1600 2015/2765 2015/2765 Order By: Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. 3 (80) 1600/1600 2015/2765 2015/2765 Important Note: Fig. 1001 is precision manufactured to perform its function as 4" (100) 1600/1600 2015/2765 2015/2765 a critical component of a complete bracing assembly. To ensure performance, the 6" (150) 1600/ 1600 2015/2765 201512765 UL Listing requires that Fig. 1001 must be used only with other TOLCO bracing 8" (200) 1600/1600 2015/2765 2015/2765 products. Part Number & Approx. Wt,/100 Max. Horizontal Design Load (FM) Pipe For Sch. 7, Sch. 10, & Sch. 40 Pipe l,Z3 Size 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe 30°-440 450.590 60°-140 150900 in. (mm) Lbs. (kg) I Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) (25) 1001-1 X 100.0 (45.3) 1001-1 X 11I4 118.0 (53.5) 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) 11/4" (32) 1001-11/4 X 1 100.0 (45.3) 1001-1'/4 X 11/4 114.0 (51,7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 11/2' (40) 1001-11/2X 1 100.0 (45.3) 1001-1'/2X 11/4 115.0 (52.1) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) (50) 1001-2 X 108.0 (49.0) 1001-2 X 11/4 121.0 154.91 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21I2" (65) 1001-2'I2 X 138.6 (62.8) 1001.21/2 X 11/4 160.4 (72.7) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85) (80) 1001-3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) (100) 1001-4 X 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (150) 1001-6 X 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 8" (200) 1001-8 X 217.4 (98.6) 1 1001-8 X 11/4 238.8 (108.3) 1 510 (2.27) 730 (3.25) 890 (3.96) 990 14.401 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/I 3091 ,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as "Schedule 7". These ratings may also be applied when EN 10220 and GB/I 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/I 3092,EN 10255M and H, orJlS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. 0 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 193 B-Line series Pipe Hangers & Supports -- - SAMMYS FOR WOOD No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. 'Saves time from traditional methods. Reduces installation costs. 'Made in the U.S.A. SWatc ha video demonstratiooal ww w.itwbuildex.com 1/4' 8002957 GST 100 1/4 xl' 210 (7/16'OSB) 25 125 1/4" 1/4x2" 1760 (Fir) -125 1/4' 8004957 GST 300 1/4 x 3" 2060 (Fir) 25 125 i. 3/8" 8067957 GST 10 300- - 25 125 -' 3/8' 8008957 - GST 20 1/4 x 2' 1760 (Fir) 850 1475 25 125 3/8 8068925 GST2OSS t2 1760(Fw) 850 - 25 125 3/8' 8009925 GST 25-380 3/8x2-l/2" 2113 —(Fir)— - 1500 25 125 #14Black fiO° —3/8"--8010957 _GST 30 - - 1/4x3 2060(Fw) - 1500 1475 25 -125 Nut Driver 3/8' 8069925 GST3O-SS 1/4x3' 2060 (Fir) 25 125 Part 10 r - - 3/8 8011925 GST40 114x4 - 2180 (Fir) - 25 125 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 I 1/2 8014925 GST 2.5-380 - 3/8x2-112" 2113 (Fir) - 25 125 1/2" 8015925 GST3 1/4x3' 2275 (Fir) 25 125 #14 SW Red Nut Driver Part # 8114910 Q — V s SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. Minimum 2-1/2' from bottom for branch lines. Minimum 3' from bot- tom for mainlines. Exception: This requirement shall not apply to 2' or thicker nailing strips resting on top of steel beams. Not less than 2' nominal width 11.1/2 up to 3-1/2" pipe; not less than 3' (2-1/2') nominal width 4 & 5 pipe I IN No pre-drilling required. 7Floorist Nut Driver with an 18V cordless Quick to install using the Sammy _______ drill/driver. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. Watch cideodemonsirationA www.itwbulldex.comJ HORIZONTALMOLINT - 1/4' 8019957 SWG 200 1/4 x 2 1725 (Fir) L 3/8 8020957 SW610 - 1/4x1 - 622 (Fr) 300 - 3/8 8321957 SWG 20 1/4 x 2 1725 (Fir) 1050 - - r 3/8 - 8373925 SWG2O-SS - 1/4 x2 1725 (Fir) 3/8" 8022925 SWG25-380 3/8x2.1/2' 2249 (Fir) 1500 #14 SW Red _[ . . - 8023925 - SWG 30 1/4 x 3" 1884 (Fir) 25 125 25 - 125 25 125 25 125 25 125 125 Nut Driver Part #8114910 * May require pre-drilling; consult joist manufacturer Eliminates distortion of threaded rod. Accommodates up to 3W x 12 pitch roof. Allows 17' deflection from vertical. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. #14 Black - 'S 3/8" 8139957 SH-GST2O 1/4x2 1257 (Fir) 1050 1475 25 125 Nut Driver — Part #8113910 [ 3/8 8141957 SHGSI30 1/4x3 1720(Fir) - 1500 1475 25 125 1903 Dim. Lumber 3/8' 8269957 Slt-GST/CST 20 5/16x 1.3/4" 1406 @ 45'off vertical 1500 25 125 Dim. Lumber 903 Dim. Lumber 1/2' 8303957 SH-GST/CST2.0 5/16x 1-3/4' 1406@45'otf vertical 25 125 Dim. Lumber - * May require pre-drilling; consult joist manufacturer. #14 SH Orange Nut Driver Part # 8273910 KWIK Bolt TZ Expansion Anchor 3.3.5 3.3.5.1 KWIK Bolt TZ product description 3.3.5.1 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-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilti KWIK Bolt TZ. Anchors are manufactured to meet one of the following conditions: The carbon steel anchor body, nut, and washer have an electroplated zinc coating conforming to ASTM B633 to a minimum thickness of 5 pm. The stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut and washer conform to type 304. Stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut, washer, and expansion sleeve conform to type 316 stainless steel. Product features Product and length identification marks facilitate quality control after installation. Through fixture Installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. Type 316 stainless steel wedges provide superior performance in cracked concrete. Ridges on expansion wedges provide increased reliability. Mechanical expansion allows immediate load application. Raised impact section (dog point) prevents thread damage during installation. Bolt meets ductility requirements of ACI 318 Section Dl. ACl 349-01 Nuclear Design Guide is available. Call Hilti Technical Support. 3.3.5.2 Material specifications 3.3.5.3 Technical data 3.3.5.4 Installation Instructions 3.3.5.5 Ordering information Impact Section dog point Nut - Washer - Red mark Anchor thread Anchor body Stainless steel expansion sleeve (wedges) Expansion cone Listinqs/Aoorovals ICC-ES (International Code Council) ESR-191 7 City of Los Angeles Research Report No. 25701 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 through 3/4 UL LLC Pipe Hanger Equipment for Fire Protection Services for 3/8 through 3/4 IN-2 < ~FM >. C@Us Independent code evaluation lBC®/ IRC 2012 lBC®/lRC20O9 lBC®/ lRC 2006 13.a5 Hilti, Inc. (US) 1-800-879-8000 I www.us.hflti.com I en espanol 1 -800-879-5000 I Hilt! (Canada) Corp. 1-800-363.4458 1 Www.hilti.ca I Anchor Fastening Technical Giide 2014 211 3.3.5 KWIK Bolt TZ Expansion Anchor 0 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 (lb) 3/8 NA, 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 17,535 25,853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from type 316 stainless steel Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads.' Anchor diameter (in.) Shear (ib) Tension (ib) 3/8 5,058 6,519 1,2 8,543 12,364 5/8 13,938 19,109 11 3/4 1 22,481 1 24,729 All nuts and washers are made from type 304 or type 316 stainless steel respectively. 110 Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI 1318.22.1, Type A, plain. Expansion sleeve (wedges) are made from type 316 stainless steel. 1 Bolt fracture loads are determined by testing in a universal tensile machine for quality control at the manufacturing facility. These loads are not intended for design purposes. See tables 4 and 16 for the steel design strengths of carbon steel and stainless steel, respectively. 3.3.5.3 Technical data 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 Hilt, Inc. (US) 1.800-879-8000 1 www.us.hfltLconi I an espafiol 1-800-879-S000 I Hilt (Canada) Corp. 1-800-383-4456 1 www.hiltLca I Anchor Fastening Technical Guide 2014 0 KWIK Bolt TZ Expansion Anchor 3.3.5 Table I - KWIK Bolt TZ specifications Setting Nominal anchor diameter d0 3/8 112 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 (mm) (59) (60) (91) (91) (113) (110) (142) Effective minimum in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) Mm. hole depth 1i in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Mm. thickness of fixture'In. 1/8 1/8 n/a 1/8 n/a 1/8 n/a (3) Max. thickness of fixture tfl in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque T..(Nm) ft-lb 25 40 60 110 (34) (54) (81) (149) Fixture hole diameter d in. 7/16 9/16 11/16 13/16 (mm) (11.1) (14.3) (17.5) (20.6) in. 3 I 3-3/4 I 5 3-3/4 4-1/2 5-1/2 7 4-3/4 6 8-1/21 10 5-1/2 1 8 1 10 Available anchor lengths 1.wh (7 I (95) I (127) (95) (114) (140) 1(178) (121) 1(152) (216) (254) (140)1 (203) (254) () Threaded length in. 7/8 1-5/812-7/8 1-5/812-3/8 3-3/8 4-7/8 1-1/2 2-3/4 5-1/4 6-3/4 1-1/2 I 6 including dog point 'thr (mm) (22) I (41) (73) (41) (60) () (178) (38) (70) (133) (171) (38) 1(102) (152) Unthreaded length in. 2-1/8 2-1/8 3-1/4 4 (mm) (54) (54) (83) (102) 1 Minimum thickness of fixture Is a concern only when the anchor is installed at the minimum nominal embedment. When KWIK Bolt 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. Figure 1 - KWIK Bolt TZ specifications €al Hilti, Inc. (US) 1-800-8794000 i www.us.hilli.com I en espanol 1-800-819-5000 1 Hiitl (Canada) corp. 1-800-363-4458 1 www.hiltLca 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 - _________ Shear - Nominal Effective Nominal anchor embed. embed. f = 2500 psi f' - 3000 psi f' = 4000 psi f' - 6000 psi 1 -2500 psi f' = 3000 psi f' - 4000 psi J' - 6000 psI diameter in. (mm) In. (mm) lb (kN) lb (kt lb (kN)' lb (kN) lb (kN) lb (kM lb (kN) lb (kN) 2 2-5/16 1,635 1,790 2,070 2,535 2,375 2,605 3,005 3,680 3/8 (51) (7.3) (8.0) (9.2) (11.3) (10.6) (11.6) (13.4) (16.4) 2 2-3/8 2,205 2,415 2,790 3.420 2,375 2,605 3,005 3,680 (51) (9.8) (10.7) (12.4) (15.2) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,585 3,925 4,535 5,555 9,845 10,785 12,450 15,250 (83) (91) (15.9) (17.5) (20.2) (24J) (43.8) (48.0) (55.4) (67.8) 3-1/8 3-9/16 4,310 4,720 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (24.2) (29.7) (41.3) (45.2) (52.2) (64.0) 5,'8 4-7/16 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 4-3/4 5-9/16 6,940 7,605 8,780 10,755 17,390 19,050 22,000 26,945 (121) (142) 1 (30.9) 1 (33.8) (39.1) (47.8) (77.4) 1 (84.7) (97.9) (119.9) Table 3 - Hilt! KWIK Bolt TZ carbon steel design strength with concrete / pullout failure in cracked concrete"45 Tension - N0 Shear- Nominal Effective Nominal anchor embed. embed. f'0 2500 psi f'0 - 3000 psi f = 4000 psi f'0 6000 psi f' 2500 psi J'c = 3000 psi f' = 4000 psi f 6000 psi diameter in. (mm) in. (mm) lb N) lb (kN) lb (kN) lb (kN) lb (kN) lb (1(N) lb (kN) lb (kN) 2 2-5/16 1,475 1,615 1,865 2,285 1,885 1,845 2,130 2,605 3/8 (51) (66) (7.2) (8.3) (10.2) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,565 1,710 1,975 2,420 1,685 1,845 2,130 2,605 (51) (7.0) (7.6) (8.8) (10.8) (7.5) (8.2) (9.5) (11.6) 1/2 3-1/4 3-5/8 3,195 3,500 4,040 4,950 6,970 7,640 8,820 10,800 (83) (91) (142) (15.8) (18.0) (22.0) (31.0) (34.0) (392) (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) 1 (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4 4-7/16 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (113) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 4,010 4,395 5,075 6,215 8.640 9,465 10,930 13,390 (95) (110) (17.8) (19.5) (22.6) (27.6) (38.4) (42.1) (48.6) (59.6) 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 3.1.7.3 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 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, A0 m 0.68; for all-lightweight, A. 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a - 0.75. See section 3.1.7.4 for additional information on seismic applications. is 0 214 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hHtt.com I an espao! 1-800-879-6000 1 Hitti (Canada) Corp. 1-800-383-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 El KWIK Bolt TZ Expansion Anchor 3.3.5 Table 4- Steel strength for Hilti KWIK Bolt TZ carbon steel anchors'-2 Nominal anchor Tensil& 4>N, She& 4>V Seismic shear5 4>V diameter lb (kN) lb (k lb (k 4,875 2,335 1,465 3/8 (21.7) (10.4) (6.5) 8,030 3,570 3,570 1 (35.7) (15.9) (15.9) 12,880 5,260 4,940 5/8 (57.3) (23.4) (22.0) 18,840 8,890 7,635 3/4 (83.8) (39.5) (34.0) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Hilt) KWIK Bolt 12 carbon steel anchors are to be considered ductile steel elements. 3 Tensile cpN. - q A f as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with 4>VM < 4>0.60 A., f as noted in ACI 318 Appendix D. 5 Seismic shear values determined by seismic shear tests with <1> 0.60 A f as noted in ACI 318 Appendix D. See section 3.1.7.4 for additional information on seismic applications. Figure 2 Anchors not permitted in shaded area Case 2 / / I Case tl S,g '— Concrete Edge For a specific edge distance, the permitted spacing is calculated as follows: (s,,,,,1 — Smin) a I $ 5rnln2 + (c — c 5 ) .g> I c,,,., at (C.151 — Crnjn a I c > at 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 (51) (51) (83) (79) (102) (95) (121) Mi member thickness h,, in. 416 I 6 8 5 618 618 8 Lm J! (102) I (127) (102) (152) (152) I (203) (127) (152) 1 (203) (152) I (203) (203) In. 2-1/2 2.3/4 2-3/8 3.5/8 3-114 4.3/4 4-1/8 Case Orriml (mm) (64) (70) (60) (92) (83) (121) (105) for in. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 — 8-7/8 (mm) (12 (146) (146) (156) (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 Case Cmi2 (mm) (92) (105) (89) jjj) (108) (241) (197) for in. 2-1/2 2-3/4 2-3/8 3-1/2 _____ 3 _ 5 — 4 (mm) (64) 1 (70) 1 (60) J!L (76) (127) _! 1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2. Linear interpolation for a specific edge distance c, where c 1 <C <c a, will determine the permissible spacings. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlttl.com I on espanol 1-600-879-5000 I HE (Canada) Corp. 1-800-883-4458 1 www.hiltLca I Pochor Fastening Technical Guide 2014 215 Mechanical Anchofing Systems 3.3.5 KWIK Bolt TZ Expansion Anchor Table 6 - Load adjustment factors for 3/8-in, diameter carbon steel KWIK Bolt 12 in uncracked concret&'2 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor .L Toward factor In 3/8-in. KB-TZ CS in tension tension in shear-3 edge 11TO edge shear" uncracked concrete f, f f f. Effective In. 2 2 2 2 2 2 embed. h1 (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) , 2-1/2 (64) 0.71 0.60 0.60 0.49 0.60 n/a 0.62 3 (76) 0.75 0.69 0.64 0.69 rVa § 3-1/2 (89) 0.79 0.80 0.64 0.81 0.81 n/a 3-5/8 (92) 0.80 0.83 0.65 0.85 0.85 n/a 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 '- 4-1)2 (114) 0.88 1.00 - 0.69 1.00 1.00 0.86 5 (127) 0.92 1 0.71 0.91 g 5-1/2 (140) 0.96 0.73 0.95 ' 6 (152) 1.00 0.75 1.00 -' 7 (178) 0.79 - 8 (203) - 0.83 9 (229) 0.87 10 (254) 0.91 ca r 11 (279) 0.95CIL 12 (305) 1.00 Table 7 - Load adjustment factors for 3/8-in, diameter carbon steel KWIK Bolt 12 in cracked concrete1'2 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 shears edge II To edge shear4 cracked concrete f.fp lAy I LW 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 m (mm) (59) (59) (59) (59) (59) (59) a 2-1/2 (64) 0.71 0.87 0.60 0.49 0.81 Ia 3 (76) 075 1.00 0.62 0.65 1.00 n/a g 3-1,2 (89) 0.79 1.00 0.65 0.82 1.00 n/a 3-5/8 C9Z 0.80 1.00 0.65 0.86 1.00 na 4 (102) 0.83 0.67 1.00 0.82 4-1/2 (114) 0.88 0.69 1.00 0.87 5 (127) 0.92 0.71 0.91 5-1,2 (140) 0.96 0.73 0.96 6 (152) 1.00 0.75 1.00 7 (178) 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.92 11 (279) 0.96 CO 12 (305) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACt 318 Appendix D. 3 Spacing factor reduction in shear, f.,,, assumes an influence of a nearby edge. If no edge exists, then LW = LW- 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then f-1.0. If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate perrnlssable edge distance, spacing and concrete thickness combinations. 0 216 Hllti, Inc. (US) 1-800-879-8000 1 www.us.hlffl.com I an español 1-800-879-6000 1 Hiftl (Canada) Corp. 1-800-383-4458 1 www.hlltl.c. I Anchor Fastening Technical Guide 2014 0 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 concrete"," 112-in. KB-TZ CS uricracked concrete Spacing factor in tension f_____ Edge distance factor in tension Spacing factor In shears IAV Edge distance In shear Conc. thickness factor in shear4 f_____ .L toward edge II to edge f Effective in. embed. hef (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. (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2.3/8 (60) 3.5/8 (92) 2-3/8 (60) 3-5/B (92) 2418 (60) n/a 0.6 n/a 0.41 n/a 0.54 n/a 0.13 n/a 0.26 n/a n/a 2-1/2 (64) n/a 0.63 n/a 0.42 n/a 1 0.55 n/a 1 0.14 n/a 1 0.28 n/a I n/a 2.3/4 (70) 0.73 0.64 0.51 0.44 0.82 0.55 0.51 0.16 0.51 0.33 n/a n/a 2 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a 3.1/2 (89) 0.79 0.68 0.64 0.51 0.65 0.56 0.64 023 0.64 0.47 n/a n/a 4 102) 0.83 0.71 0.73 0.56 0.68 0.57 0.73 0.29 0.73 0.56 0.84 n/a 4.1,3 (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 -a, E 4-1k (114) 0.88 0.73 0.82 0.81 0.70 0.58 0.82 0.34 0.82 0.61 1 0.89 n/a 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 1 094 n/a . 5-1/2 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 1 0.98 n/a 5-3/4 (146) 0.98 0.79 0.77 0.75 0.60 0.49 0.77 1.00 n/a (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 0.66 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 . (203) 0.91 1.00 0.85 0.64 0.81 1.00 0.76 9 (229) 0.98 0.89 0.66 _______ 0.97 0.81 10 (254) 1.00 0.94 0.68 _______ 1.00 0.85 11 (279) _______ _______ _______ ______ 0.98 0.70 _______ _______ _______ 0.89 12 (305) _______ _______ _______ ______ 1.00 0.72 _______ 0.93 CO 14 (356) 0.75 ______ 1.00 16 (406) 0.79 _______ 18 (457) 0.83 _______ >20 (508) 0.88 Table 9 - Load adjustment factors for 1/2-in, diameter carbon steel KWIK Bolt TZ In cracked concrete1.2 1/2-in. KB-TZ CS cracked concrete Spacing factor in tension Edge distance factor In tension Spacing factor In shear" IAV Edge distance in shear Conc. thickness factor in shear" f, I toward edge (Ito edge Effective in. embed. Fi (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 m (mm) 2-3/B (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) n/a 0.62 n/a 0.63 n/a 0.54 We 0.13 n/a 0.26 n/a nJa 2.1/2 (64) n/a 0.63 n/a 0.65 n/a 0.55 n/a 0.14 n/a 0.29 n/a n/a 2-3/4 (70) 0.73 0.64 0,93 0.68 0.62 0.55 0.62 0.16 0.93 0.33 n/a n/a 3 (76) 0.75 0.65 1.00 0.71 0.63 0.55 0.71 - 0.19 1.00 0.38 n/a n/a 3-1/2 (89) 0.79 0.68 1.00 0.79 0.65 0.58 0.89 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 1.00 0.86 0.68 0.57 1.00 0.29 1.00 0.58 0.84 n/a .2, 4-1/8 (105) 0.84 0.71 1.00 0.88 1 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 - 0.69 0.89 rVa 5 (127) 0.92 0.76 1.00 0.72 0.59 0.40 0.81 0.94 n/ . 5-1/2 (140) 0.98 0.78 0.74 0.60 0.47 0.93 0.98 n/a 5-3/4 (146) 0.98 0.79 0.75 0.60 0.50 1.00 1.00 n/a 6 (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 . 8 (203) 0.91 0.85 0.65 0.82 _______ 0.76 9(229) 0.96 0.90 0.68 0.98 ______ ______ 0.81 10 (254) 1.00 0.94 0.68 1.00 ______ ______ ______ 0.85 11 (279) _______ ______ 0.98 0.70 0.90 12 (305) _______ 1.00 0.72 _______ _______ _______ 0.94 Cl) 14 (356) ______ ______ ______ ______ 0.76 1.00 16 (406) ______ 0.79 18 (457) ______ ______ 0.83 - >20 15081 0.86 I Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from AOl 318 Appendix D. S Spacing factor reduction In shear, f, assumes an influence of a nearby edge. If no edge exists, then fA, = 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then fMV ( 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. Illiti, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I err español 1-800-879-5000 1 Hilti (Canada) Corp. 1-e00-3e3-4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 217 O 3.3.5 KWIK Bolt TZ Expansion Anchor 10 Table 10. Load adjustment factors for 5/8-In, diameter carbon steel KWIK Bolt TZ in uncracked concrete"2 5/8-in. KB-TZ Cs uncracked concrete Spacing factor in tension fm Edge distance factor in tension fm Spacing factor in shear' f Edge distance In shear Conc. thickness factor In shear" .1. toward edge f H to edge I,_____ Effective in. embed. h0 (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) 1 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 n/a We 0.55 rVa n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.46 n/a 0.55 n/a 0.17 n/a 0.34 8-1/2 (89) 0.69 0.65 n/a 0.48 0.57 0.56 n/a 0.19 _n/a 0.38 fa 0.69 0.65 0.60 0.48 0.57 0.56 0.28 0.20 0.56 0.40 n/a M n/a 4 (102) 0.71 0.67 0.64 0.51 0.58 0.56 0.32 0.23 0.64 - 0.47 n/a 4-1/4 (108) 0.73 0.68 0.67 0.53 0.58 0.57 0.35 026 0.67 0.51 (114) 0.74 0.69 0.70 0.56 nJa4-1/2 0.59 0.57 0.38 0.28 0.70 0.58 n/a -E 4-3/4 (1 21) 0.75 0.70 0.73 0.58 0.59 0.58 0A2 0.30 0.73 0.58 n/a n/a sg 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 5-7/8 (149) 0.81 0.74 0.90 0.67 0.62 0.59 0.57 0.42 0.90 0.67 0.68 n/a '5 6 (152) 0.82 0.75 0.92 0.69 0.62 0.59 0.59 0.43 0.92 0.69 0.69 0.62 6-1/8 (1561 0.83 0.76 0.94 0.70 0.62 0.60 0.61 0.44 0.94 0.70 0.69 0.62 . 8 (203) 0.93 0.83 1.00 0.91 0.66 0.63 0.91 0.66 1.00 0.91 0.79 0.71 sr 10 (254) 1.00 0.92 1.00 0.70 0.66 1.00 0.92 1.00 0.89 1 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 CL 16 (406) 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 5'24 (610) 0.97 1 0.88 Table 11 . Load adjustment factors for 5/8-in, diameter carbon steel KWIK Bolt TZ in cracked concrete1'2 5/8-in. KB-TZ CS cracked concrete Spacing factor In tension f, Edge distance factor in tension fm Spacing factor in shear' IAV Edge distance in shear Conc. thickness factor in shear4 I liv .1. toward edge I II to edge fill 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 1 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 3-9/16 1 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 3 (76) n/a 0.63 n/a n/a n/a 0.55 n/a n/a n/a n/a n/a n/a 3-1/4 (83) n/a 0.64 n/a 0.86 n/a 0.55 n/a 0.17 n/a 0.35 n/a n/a 3-1,2 (89) 0.69 0.65 n/a 0.69 0.57 0.56 n/a 0.19 n/a 0.39 n/a n/a 'a 3-5/8 (92) 0.69 0.65 0.83 0.71 0.57 056 028 0.20 0.56 0.41 n/a n/a 4 (102) 0.71 0.67 0.89 0.75 0.58 0.56 0.33 0.24 0.65 0.47 n/a n/a g 4-1/4 (108) 0.73 0.68 0.93 0.78 0.58 OR 0.36 026 0.71 0.52 n/a n/a 4-1)2 (114) 0.74 0.69 0.97 0.81 0.59 0.57 0.39 0.28 0.78 0.56 n/a n/a - E 4-3/4 (121) 0.75 0.70 1.00 0.84 0.59 0.58 0.42 0.31 0.84 0.61 n/a n/a -- 5 (127) 0.77 0.71 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a . 5-1/2 (140) 0.79 0.73 0.93 0.61 0.59 052 0.38 1.00 0.76 0.66 n/a 5-7/8 (149) 0.81 0.74 0.98 0.62 0.59 0.58 0.42 0.84 0.68 rkfa 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) 0.63 0.76 0.82 0.60 0.62 0.45 0.69 0.69 0.62 ' . 8 203) 0.93 0.83 0.66 0.63 0.92 0.67 1.00 0.79 0.71 10 (254) 1.00 0.92 0.70 0.66 1.00 0.93 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 14 (356) 0.78 0.72 1.00 0.94 CL 16 (406) 0.82 0.75 1.00 C/) 18 (457) 0.85 0.79 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - >24 El 0) 0.97 0.88 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern In a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROFIS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, f, assumes an influence of a nearby edge. If no edge exists, then fAl= 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 6 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 218 Huh, inc. (US) 1-800-879-8000 1 Www.usjilltl.com I on espafioi 1-800-879-6000 1 Hitti (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca i Anchor Fastening Technical Guide 2014 Ll 0 KWIK Bolt TZ Expansion Anchor 3.3.5 Table 12 - Load adjustment factors for 3/4-In, diameter carbon steel KWIK Bolt TZ In uncracked concrete'2 3/4-in. KB-TZ CS uncracked concrete Spacing factor In tension fAl Edge distance factor in tension f"Jr. Spacing factor in shear' Edge distance in shear Conc. thickness factor in shear4 .1. toward edge II to edge Effective in. embed. h (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. 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 0.64 n/a n/a n/a 0.58 n/a n/a n/a n/a n/a n/a - 4-118 (105) n/a 0.64 rya 0.55 'Va 0.56 n/a 1 0.21 n/a 0.41 n/a n/a 4-lft (114) n/a 0.66 n/a 0.57 Wa 0.56 n/a 0.24 n/a 0.47 n/a n/a 4-3/4 (121) n/a 0.67 0.49 0.59 n/a 1 0.57 0.35 0.26 0.49 0.51 n/a n/a 5 (127) 0.72 1 0.68 0.51 1 0.61 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 5-1/2 (140) 0.74 1 0.69 0.55 1 0.65 0.60 0.58 0.43 0.32 0.55 0.64 n/a n/a 6 (152) 0.77 0.71 0.60 0.69 0.60 0.58 049 0.36 0.60 0.69 0.65 n/a 7 (178) 0.81 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 n/a 7-3/4 (197) 0.84 0.77 0.78 0.86 0.63 0.61 0.72 0.53 0.78 0.86 0.73 n/a 8 (203) 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 8-7 (225) 0.89 0.81 0.89 0.99 0.65 0.63 0.89 0.65 0.89 0.99 0.78 0.71 tM 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 ig 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 0.75 10-1/2 (267) 0.97 0.87 0.68 0.65 0.84 0.85 0.77 12 (305) 1.00 0.92 0.71 0.67 1.00 ______ ______ 0.91 0.82 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) 1.00 0.78 0.73 1.00 0.95 16 (457) 0.81 0.75 1.00 20 (508) 0.85 0.78 22 (559). 0.88 1 0.81 - >24 (610) 0.92 1 0.84 Table 13- Load adjustment factors for 3/4-in, diameter carbon steel KWIK Bolt TZ in cracked concrete13 3/4-in. KB-TZ CS cracked concrete Spacing factor in tension Edge distance factor in tension f RN Spacing factor In shear' IAV Edge distance In shear Conc. thickness factor In shear' fir.,______ .L toward edge 1r.,i II to edge Effective In. embed. h,, (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. h,,,,, (mm) 4-5/16 (110) 5.9/16 (141) 4-5/16 (110) 5-9/16 (141) 4-5/16 1 (110) 5-9/16 (141) 4-5/16 1 (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 n/a n/a n/a 0.56 n/a n/a n/a n/a We n/a 4.1,8 (105) n/a 0.64 rya 0.69 n/a 0.56 n/a 0.21 n/a 0.42 n/a n/a 4-12 (114) n/a 0.66 'Va 0.73 n/a 0.56 'Va 0.24 n/a 0.48 n/a n/a 4-3/4 (121) n/a 0.67 0.88 0.75 n/a 0.57 0.35 0.26 070 0.52 n/a n/a 5 0271 0.72 0.68 0.91 0.77 0.59 0.57 0.38 0.28 0.76 0.56 n/a n/a 8 6-1/2 (140) 0.74 0.69 0.98 0.83 0.60 0.58 0.44 0.32 0.87 0.64 'Va _jVa 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 E 7 (178) 0.81 0.75 1.00 0.99 0.62 0.60 0.63 0.46 1.00 0.92 0.70 n/a 7-3/4 (1971 - 0.84 0.77 1.00 1.00 0.64 0.61 0.73 0.54 1.00 1.00 0.74 'Va CO 8 (203) 0.86 0.78 1.00 0.64 0.61 0.77 0.56 1.00 0.75 0.67 8-7,8 (225) 0.89 0.81 1.00 0.65 0.63 0.90 0.66 1.00 0.79 0.71 9-1/2 (241) 0.92 0.83 1.00 0.67 0.64 0.99 0.73 1.00 0.81 0.74 10 (254) 0.94 0.85 0.67 0.64 1.00 0.79 0.84 0.75 10-1/2 (267) 0.97 0.87 0.68 0.65 0.85 0.86 0.77 12 (305) 1.00 0.92 0.71 0.67 1.00 0.92 0.83 14 (356) 0.99 0.74 0.70 0.99 0.89 18 (408) 1.00 0.78 0.73 1.00 0.95 CO 18 (457) 0.81 0.76 1.00 20 (508) 0.65 0.78 22 (559) 0.68 0.81 - >24 (610) 0.92 0.64 I 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,a, assumes an influence of a nearby edge. If no edge exists, then f - f,,,. S 4 Concrete thickness reduction factor In shear, f,,, assumes an Influence of a nearby edge. If no edge exists, then f,,,, - 1.0. If a reduction factor value Is In a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (or vice versa). Check with table 5 and figure 2 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. O HIM, Inc. (US) 1-800-879-8000 1 www.us.hitti.com I en eapstol 1-800-879-6000 1 Hilti (Canada)Corp. 1-800-363-4458 1 www.hiltLca I Anchor Fastening Technical Guide 2014 219 Mechanical Anchoring Systerns 3.3.5 KWIK Bolt TZ Expansion Anchor Table 14 - HiltI KWIK Bolt TZ stainless steel design strength with concrete/ pullout failure In uncracked concrete1 Tension - 4N Shear - Nominal Effective Nominal anchor embed. embed. f', = 2500 psi f 3000 psi f' = 4000 psi f' - 6000 psi f' - 2500 psi Ia 3000 psi f' 4000 psi Ic = 6000 psi diameter in. (rnnr) in. (mm) lb (kN) lb (kN) lb (N) lb cN) 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 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) 3-1/13 3-9/16 4,310 4,720 - 5,450 6,675 9,280 10,165 11,740 14,380 (79) (91) (19.2) (21.0) (242) (29.7) (41.3) (45.2) (52.2) (64.0) 5/8 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) (351) (43.0) (59.8) (65.5) (75.6) (92.6) 3-3/4 4-5/16 5,665 6,205 7,165 8,775 12,200 13,365 15,430 18,900 (95) (110) (252) (27.6) (31.9) (39.0) (54.3) (59.5) (68.6) (84,1) /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) 1 (44.0) (53.9) j (77.4) 1 (64.7) (97.9) (119.9) Table 15 - Hilt! KWlK Bolt TZ stainless steel design strength with concrete/ pullout failure In cracked concrete1'2 Tension Shear - Nominal Effective Nominal anchor embed. embed. 1 -2500 psi f 'c = 3000 psi f', 4000 psi f' - 6000 psi f' = 2500 psi f' = 3000 psi ía - 4000 psi I = 6000 psi diameter in.(mm) in.(mm) lb (W) lb (M) lb (M) lb (M) lb (W) lb (M) lb (M) lb (M) 2 2-5/16 1,520 1,665 1,925 2,355 1,685 1,845 2,130 2,605 3/8 1 (51) (6.8) (7.4) (8.6) (10.5) (7.5) (8.2) (9.5) (11.6) 2 2-3/8 1,750 1,915 2,210 2,710 2,375 2,605 3,005 3,680 (51) (7.8) (8.5) (9.8) (12.1) (10.6) (11.6) (13.4) (16.4) 1/2 3-1/4 3-5/8 3,235 3,545 4,095 5,015 6,970 7,640 8,820 10,800 (83) (91) (14.4) (15.8) (18.2) (22.3) (31.0) (34.0) (39.2) (48.0) 3-1/8 3-9/16 3,050 3,345 3,860 4,730 6.575 7,200 8,315 10,185 (91) (13.6) (14.9) (17.2) (21.0) (29.2) (32.0) (37.0) (45.3) 5/8 4-7/16 r(t2q) 3,795 4,160 4,800 5,880 1 9,520 10,430 12,040 14,750 (113) (16.9) (18.5) (21.4) (26.2) (42.3) (46.4) (53.6) (65.6) 3-3/4 4-5/16 5,270 5,775 6,670 8,165 12,200 13,365 15,430 18,900 (95) (110) (23.4) (25.7) (29.7) (36.3) (54.3) (59.5) (68.6) (84.1) 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) 1 (60.0) (69.3) (84.9) See section 3.1.7.3 to 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 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 ha as follows: for sand-lightweight, h 0.68; for all-lightweight, ha = 0.60 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by a 5 - 0.75. See section 3.1.7.4 for additional information on seismic applications. fl 220 hlltl, Inc. (US) 1-800-87e-8000 1 www.ua.hiltf.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.hlltf.ca I Anchor Fastening Technical Guide 2014 KWIK Bolt TZ Expansion Anchor 3.35 Table 16- Steel strength for Hiltl KWIK Bolt TZ stainless steel anchors Nominal anchor Tensile' ON. Shear4 4V Seismic shears qv, diameter lb (kN) lb (kN) lb (kh 4,475 3,070 1,835 3/8 (19.9) (13.7) (8.2) 8,665 4,470 4,470 1 (38.5) (19.9) (19.9) 13,410 6,415 6,080 5/8 (59.7) (28.5) (27.0) 18,040 10,210 8,380 3/4 (80.2) (45.4) (37.3) 1 See section 3.1.7.3 to convert design strength value to ASD value. 2 Hiltl KWIK Bolt TZ stainless steel anchors are to be considered ductile steel elements. 3 Tensile ON. = 1' A f as noted in ACI 318 Appendix D. 4 Shear values determined by static shear tests with pv, < 0 0.60 A f as noted in AC! 318 Appendix D. S Seismic shear values determined by seismic shear tests with <(p 0.60 A f as noted in ACI 318 Appendix D. See section 3.1.7.4 for additional information on seismic applications. Figure 3 Anchors not permitted J in shaded area Case 2 I' / I - Case 1 I i• SWO -i Concrete Edge For a specific edge distance, the permitted spacing is calculated as follows: 5mln.2 + - Sm152) I (c - c,52) •1 Crr,l 8tS,flj Cmln2) Q. .1 •-.-.- Cr,,2 at edge distance c Table 17- Stainless steel KWIK Bolt TZ installation parameters' Setting Nominal anchor diameter d 3/8 1/2 5/8 - 3/4 Information Symbol Units Effective minimum h. in. 2 2 3.1/4 3-1/8 4 3-3/4 4-3/4 embedment' - (mm) (51) (51) (83) (102) (95) (121) member thIckness h,, in. 415 I 6Mi 416 I 618 J(79) 618 (102) I (127) I(mm) (102) I (152) (152) I (203) (152) I (203) (152) I (20)__ In. 2-1/2 2-7/8 2.1/8 3.1/4 2-3/8 4-1/4 4 c,,4nj (mm) (64) (73) (54) JL (60) (108) (102) Case 1 for for In. 5 53/4 51/4 51/2 51/2 10 81/2 smhl It (mm) (127) (146) (133) (140) (140) (254) (216) in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 C, (mm) (89) (114) 1 (83) 1 (105) 1 (108) (241) (178) Case 2 for In. 2-1/4 27/8 2 23/4-"[ 2-3/8 5 4 Srrjrk2 ~ nm) (57) (73) (51) J?2L (60) (127) J12i 1 Unear 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 cmaa (c < c 2, will determine the permissible spacings. Hllti, Inc. (US) 1-800-879-8000 1 www.us.hiW.com I an espanol 1-800-879-5000 1 Hihi (Canada) Co. 1-800-383-4458 I www.hiitLca I Anchor Fastening Technical Guide 2014 221 3.3.5 KWIK Bolt TZ Expansion Anchor Table 18- Load adjustment factors for 318-in, diameter stainless steel KWIK Bolt TZ In uncracked concrete 1.2 Edge Edge distance in shear Conc. Spacing distance Spacing thickness factor factor in factor j. toward factor in 3/8-in. KB-TZ SS In tension tension in shear3 edge II to edge shear4 uncracked concrete I Effective in. 2 2 2 2 2 2 embed. het (mm) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 2-5/16 embed. (mm) (59) (59) (59) (59) (59) (59) 2-1/4 57) - 0.69 Wa 0.59 n/a22 - n/a n/a 2-112 (64) 0.71 0.60 0.60 0.49 0.60 n/a 3 (76) 0.75 0.69 0.62 0.64 0.69 n/a 3.1/2 (89) 0.79 0.80 0.64 0.81 0.81 - n/a if 81 E 4 (102) 0.83 0.91 0.67 0.99 0.99 0.81 4.1/2 (114) 0.88 - 1.00 0.69 1.00 1.00 0.86 5 (127) 0.92 0.71 0.91 5-112 (140) 0.96 0.73 0.95 ( 6 (152) 1.00 0.75 1.00 CD 7(178) 0.79 .9 03) _8 0.83 9(229) 0.87 10 (254) F 11 (279) 0.91 CL 0.95 12 (305) 1.00 Table 19 - Load Adjustment Factors for 3/8-in. Diameter Stainless Steel KWIK Bolt TZ in Cracked Concrete'2 Edge Edge distance In shear Conc. Spacing distance Spacing thickness factor factor in factor .1. toward factor in 3/8-in. KB-TZ SS in tension tension in shear' edge II to edge shear' cracked concrete f.fm fAl fra, f, fir, 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 nfa n/a n/a ED 2-1/2 64) 0.71 0.87 0.60 0.49 0.87 n/a 3 (76) 0.75 1.00 0.62 0.65 1.00 n/a 3-1/2 (89) 0.79 1.00 0.65 0.82 - 1.00 n/a E 4 (102) 0.83 0.67 1.00 0.82 j-: 4-112 (114) 0.88 0.69 0.87 C 5 (127) 0.92 - 0.71 0.91 5-1/2 (140) 0.96 0.73 0.96 ) 6 (152) 1.00 1 0.75 1.00 7 (178j 0.79 8 (203) 0.83 9 (229) 0.87 10 (254) 0.92 11 (279) 0.96 00 12 (305) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PRIORS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear, fAV' assumes an influence at a nearby edge. If no edge exists, then fAv = fm. 4 Concrete thickness reduction factor in shear, f,, assumes an influence of a nearby edge. If no edge exists, then f,, 1.0. E3 If a reduction factor value is ins 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 of this section to calculate permissable edge distance, spacing and concrete thickness combinations. 0 222 HiltI, Inc. (US) 1.800.879.8000 1 www.us.hllti.com I an espaltol 1-800.879.5000 1 HIS (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 O KWIK Bolt TZ Expansion Anchor 3.3.5 Table 20 - Load adjustment factors for 1/2-In, diameter stainless steel KWIK Bolt '12 in uncracked concrete1'2 1/2-in. KB-TZ SS uncracked concrete Spacing factor in tension Edge distance factor in tension Spacing factor in shears lAY Edge distance In shear Conc. thickness factor In shear" .1. toward edge II to edge f Effective in. embed. h (mm) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (93) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) 2 (51) 3-1/4 (83) Nominal in. embed. h (mm) 2-3/8 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 1 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a n/a n/a n/a n/a 2-1/8 (54) n/a 0.61 n/a 1 0.39 r'a 0.54 n/a 0_11 n/a 0.22 n/a n/a 2-7/8 (73) 0.74 0.65 0.53 0.45 0.63 0.55 0.53 0.17 0.53 0.35 n/a n/a 2 3 (76) 0.75 0.65 0.55 0.46 0.63 0.55 0.55 0.19 0.55 0.37 n/a n/a 3-1/4 (83) 0.77 0.67 0.59 0.49 0.64 0.56 0.59 021 0.59 0.42 n/a n/a 3-112 (89) 0.79 0.68 0.64 1 0.51 0.65 0.56 0.64 023 0.64 0.47 n/a n/a 4 (102) 0.83 0.71 0.73 0.56 0.88 0.57 073 029 0.73 0.56 0.84 n/a - E SO 4-1p (114) 0.88 0.73 0.82 0.61 0.70 0.58 0.82 0.34 0.82 0.61 0.89 1 n/a 5 (127) 0.92 0.76 0.91 0.67 0.72 0.59 0.91 0.40 0.91 0.67 0.94 n/a . 5-1/4 (133) 0.94 0.77 0.95 0.70 0.73 0.60 0.95 0.43 0.95 0.70 0.96 n/a . 5-1/2 (140) 0.96 0.78 1.00 0.73 0.74 0.60 1.00 0.46 1.00 0.73 0.98 rya -0 6 (152) 1.00 0.81 0.80 0.76 0.61 0.53 0.80 1.00 1 0.66 C6 8 7 (178) 0.86 0.93 0.81 0.63 0.66 0.93 0.71 Z S2 9 8 (203) ______ 0.91 _______ 1.00 0.85 0.64 0.81 1.00 0.76 (229) 0.96 0.89 0.66 0.97 0.81 10 (254) 1.00 0.94 0.88 1.00 0.85 11 (279) 0.98 0.70 0.89 CIS CIL 12 (305) ______ _______ _______ _______ 1.00 0.72 _______ 0.93 Cl) 14 (356) 0.75 1.05- 16 (406) 0.79 18 (457) 0.83 - >20 (508( 0.86 1ble 21 - Load adjustment factors for 1/2-in, diameter stainless steel KWIK Bolt 12 in cracked concrete1'2 1/2-in. KB-TZ SS cracked concrete Spacing factor in tension jAN______JAY Edge distance factor in tension Spacing factor In shear" Edge distance in shear Conc. thickness factor in shear4 1RV_____ I toward edge fRY - II to edge 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) 1 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2-3/8 (60) 3-5/8 (92) 2 (51) n/a 0.60 n/a n/a n/a 0.54 n/a n/a We Ia nfa n/a 2-1/8 (54) n/a 0.61 n/a 0.60 n/a 0.54 nJa 0.11 n/a 0.22 We. n/a 2-7/8 (73) 0.74 0.65 0.97 0.70 0.60 0.55 0.47 0.18 0.94 0.35 n/a n/a a 3 (76) 0.75 0.65 1.00 0.71 0.60 0.55 0.50 0.19 1.00 0.38 n/a n/a 3-1/4 (83) 0.77 0.67 1.00 0.75 0.81 0.58 0.56 0.21 1.00 0.42 n/a n/a 3-1/2 (8 0.79 0.68 1.00 0.79 0.62 0.58 0.63 0.24 1.00 0.47 n/a n/a 4 (102) 0.83 0.71 1.00 0.86 0.64 0.57 0.77 0.29 1.00 0.58 0.75 n/a E 41j2 (114) 0.88 0.73 1.00 0.94 1 0.66 0.58 0.92 0.34 1.00 0.69 0.79 n/a 6 it 271 0.92 0.76 1.00 0.67 0.59 1.00 0.40 0.81 0.84 n/a . 5-1/4 (133) 0.94 0.77 0.68 0.60 0.43 0.87 0.86 n/a 5-1/2 (140) 0.96 1 0.78 0.69 0.60 0.47 0.93 0.88 n/a '0 6 (152) 1.00 1 0,81 0.71 0.61 0.53 1.00 0.92 0.66 M CD 7 (178) 0.86 0.74 0.63 0.67 0.99 0.71 . 8 (203) 0.91 0.78 0.65 0.82 1.00 0.76 9 (229) 0.96 0.81 0.66 0.98 0.81 10 (254) 1.00 0.85 0.68 1.00 0.85 11 (279) 0.88 0.70 0.90 CL 12 (305) 0.92 0.72 0.94 Cl) 14 (356) 0.99 0.76 1.00 16 (406) 1.00 0.79 18 (457) 0.83 - >20 (508 0.86 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. 10 optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 3 Spacing factor reduction in shear. fAv, assumes an Influence of a nearby edge. If no edge exists, then JAY 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. HIM, Inc. (US) 1-800-879-8000 1 www.us.hiiti.com I an espaf'iol 1-800-879-5000 I I-f ti (Canada) Corp. 1-800-363.4458 1 www.hlltLca I Anchor Fastening Technical Guide 2014 223 3.3.5 3.3.5 KWIK Bolt TZ Expansion Anchor Table 22. Load adjustment factors for 6/8-in. diameter stainless steel KWIK Bolt TZ in uncracked concrete12 5/8-in. KB-TZ SS uicracked concrete Spacing factor in tension f Edge distance factor In tension f RN Spacing factor in shears lAy Edge distance in shear Conc. thickness factor In shear4 lily I toward edge I II to edge Effective In. embed. hef (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. hr (mm) 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 1 3-9/18 (90) 4-7/16 (113) 3-9/16 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) - 2-3/a (60) n/a 0.60 n/a 0.39 rVa 0.54 n/a 0.11 n/a 0.21 n/a n/a 2-3/4 (70) 0.65 0.61 n/a OA1 0.55 0.54 n/a 0.13 n/a 027 We n/a 3 (76) 0.66 0.63 n/a 0.43 0.56 0.55_ n/a 0.15 n/a 0.30 n/a n/a 3-1/4 (83) 0.67 0.64 0.51 0.45 0.56 055 0.24 0.17 0.47 0.34 n/a n/a g 3-1/2 (89) 0.69 0.65 0.54 0.47 0.57 0.56 026 0.19 0.53 0.38 n/a n/a 4 _(102) 0.71 0.67 0.59 0.51 0.58 0.56 0.32 0.23 0.59 0.47 n/a We 4-1/2 Cl 14) 0.74 0.69 0.65 0.55 0.59 0.57 0.38 0.28 0.65 0.55 n/a - We -. 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 0.61 059 0.52 0.38 0.79 0.63 0.66 n/a L 6 (152) 0.82 0.75 0.86 0.68 0.62 0.59 0.59 0.43 0.86 0.68 0.69 0.82 7 (178) 0.87 0.79 1.00 0.79 0.64 0.61 0.75 0.54 1.00 0.79 0.74 0.67 - (203) 0.93 0.83 0.90 0.66 0.63 0.91 0.68 0.90 0.79 0.71 . 10 (254) 1.00 0.92 1 1.00 0.70 0.66 1.00 0.92 1.00 0.89 0.80 12 (3051 _______ 1.00 0.74 0.69 1.00 0.97 0.87 ZVE CM 14 (356) 0.77 0.72 1 1.00 0.94 16 (406) 0.81 0.75 1.00 a 18 (457) 0.85 0.78 CI) 20 (508) _______ _______ _______ _______ 0.89 0.82 22 (559) 0.93 0.85 - >24 (610) 0.97 O.W . Table 23- Load adjustment factors for 5/8-in, diameter stainless steel KWIK Bolt TZ In cracked concret&'2 5/8-in. KB-TZ SS cracked concrete Spacing factor in tension Edge distance factor in tension Spacing factor in shears f 1 Edge distance in shear Conc. thickness factor in shear4 I toward edge ISV 11to 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 1 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 3-9/16 1 (90) 4-7/16 (113) 1 3-9/16 (90) 4-7/16 (113) 3-9/16 1 (90) 4-7/16 (113) 2-3/a (60) n/a 0.60 n/a 0.57 We 0.54 n/a 011 n/a 0.22 n/a n/a 2-3/4 (70) n/a 0.61 j/a 0.61 n/a 0.54 n/a 0.13 n/a 0.27 fl/a n/a 3 (7 0.66 0.63 n/a 0.64 0.56 0.55 n/a 0.15 n/a 0.31 n/a nja 3.1/4 (83) 0.67 0.64 0.77 0.66 0.56 0.55 0.24 0.17 0.48 0.35 n/a n/a 3-1/2 (89) 0.69 0.65 0.81 0.69 0.57 0.56 0.27 0.19 0.53 0.39 /a n/a 4 (102) 0.71 1 0.67 0.89 0.75 0.58 0.56 0.33 1 0.24 0.65 1 0.47 n/a n/a E 4-1/2 (114) 0.74 0.69 0.97 0.81 0.59 057 0.39 028 0.76 0.56 n/a n/a 5 (127) 0.77 0.71 1.00 0.87 0.60 0.58 0.45 0.33 0.91 0.66 0.63 n/a £ 5-1/2 (140) 0.79 0.73 0.93 0.61 0.59 0.52 0.38 1.00 0.76 0.66 n/a - (152) 0.82 0.75 1.00 0.62 0.60 0.60 0.43 0.87 0.69 0.62 - (178) 0.87 0.79 0.64 0.61 0.75 0.55 1.00 0.74 0.67 (203) 0.93 0.83 0.66 0.63 0.92 0.67 0.79 0.71 . 10 (254) 1.00 0.92 0.70 0.66 1 1.00 0.93 0.89 0.80 12 (305) 1.00 0.74 0.69 1.00 0.97 0.87 - 14 (356) 0.78 0.72 1.00 0.94 16 (406) 0.82 0.75 1.00 CL 18 (457) 0.85 0.79 Cl) 20 (508) 0.89 0.82 22 (559) 0.93 0.85 - >24 (610) 097 088 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 membel) 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 f, - f,. 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists then f, = 1.0. Ifs 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 pennlssable edge distance, spacing and concrete thickness combinations. 224 HiltI, Inc. (US) 1.800.879.8000 I www.us.hlltLcorn I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 I www.hlltl.ca I Anchor Fastening Technical Guide 2014 S 1 O 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 conctete"2 3/4-in. KB-TZ Cs uncracked concrete Spacing factor in tension f Edge distance factor in tension Spacing factor in shear" 'AV Edge distance in shear Conc. thickness factor in shear4 I toward edge f II to edge 15,1 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. (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) rVa 0.64 rVa 0.54 rVa 0.56 n/a 0.20 rVa 0.40 n/a n/a 4.1/4 (108) nJa 0.65 0.46 0.56 n/a 0.56 0.29 0.22 0.46 0.43 n/a n/a 4-12 (114) n/a 0.66 0.48 0.57 n/a 0.56 0.32 0.24 0.48 0.47 n/a n/a 5 (127) 0.72 0.68 0.51 0.61 0.59 0.57 0.38 0.28 0.51 0.55 n/a n/a 5-12 (140) 0.74 0.69 0.55 1 0.65 0.60 0.58 0A3 032 0.55 0.64 n/a n/a E 6 (152) 0.77 0.71 0.60 1 0.69 0.60 0.58 0.49 0.36 0.60 0.69 0.65 n/a - 7 (178) 0.81 0.75 0.70 0.78 0.62 0.60 0.62 0.46 0.70 0.78 0.70 rVa . 8 (203) 0.86 0.78 0.80 0.89 0.64 0.61 0.76 0.56 0.80 0.89 0.75 0.67 . . 9 (229) 0.90 0.82 0.90 1.00 0.66 0.63 0.91 0.67 0.91 1.00 0.79 0.71 5 9-112 (241) 0.92 0.83 0.95 0.66 0.63 0.98 0.72 0.98 0.81 0.73 10 (254) 0.94 0.85 1.00 0.67 0.64 1.00 0.78 1.00 0.83 0.75 . 12 (305) 1.00 0.92 0.71 0.67 1.00 _______ _______ 0.91 0.82 . 14 (356) 0.99 0.74 0.70 0.99 0.89 16 (406) - 1.00 0.78 0.73 _______ _______ 1.00 0.95 18 (457) 0.81 0.75 1.00 20 (508) 0.85 0.78 GO 1 22 (559) 0.88 0.81 >24 (610) 0.92 0.84 Table 25- Load adjustment factors for 3/4-In, diameter stainless steel KWIK Bolt TZ in cracked concrete12 3/4-in. KB-TZ SS cracked concrete Spacing factor in tension f.f Edge distance factor in tension RN Spacing factor In shear" ISV Edge distance in shear Conc. thickness factor in shear" I i. toward edge f, II to edge fill Effective in. embed. h (mm) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4.3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) 3-3/4 (95) 4-3/4 (121) Nominal in. embed. 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 0.64 n/a 0.68 rVa 0.56 n/a 0.20 n/a 0.40 n/a n/a CD 4-1/4 (108) n/a 0.65 0.81 0.70 n/a 0.56 0.21 0.22 0.42 0.44 n/a rVa 4-1,2 (114) n/a 0.66 0.85 0.73 ,/a 1 0.56 0.23 1. 0.24 0.46 0.46 n/a n/a 5 (127) 0.72 0.68 0.91 0.77 0.57 0.57 0.27 0.28 0.54 0.56 nJa nfa 5-1)2 (140) 0.74 0.69 0.98 0.83 0.58 0.58 0.31 0.32 0.62 0.64 n/a n/a - E - (152) 0.77 0.71 1.00 0.88 0.58 0.59 0.35 0.37 0.71 0.73 0.58 n/a - (178) 0.81 0.75 1.00 0.99 0.60 0.60 0.44 0A6 0.89 0.92 0.62 rVa . - (203) 0.88 0.78 1.00 1.00 0.61 0.81 0.54 0.56 1.00 1.00 0.67 0.67 . . - (229) 0.90 0.82 1.00 0.62 0.63 0.65 0.67 1.00 0.71 0.72 O 9-112 (241) 0.92 0.83 1.00 0.63 0.64 0.70 0.73 1.00 0.73 0.74 10 (254) 0.94 0.85 0.64 0.64 0.76 0.79 0.74 0.75 . 12 (305) 1.00 0.92 0.67 0.67 1.00 1.00 0.82 0.83 14 (356) 0.99 0.69 0.70 0.88 0.89 ' 16 (406) 1.00 0.72 0.73 0.94 1 .95 18 (457) 0.75 0.76 1.00 1 1.00 a 20 (508) 0.78 0.78 C/)1 22 (559) 0.81 0.81 - >24 (610) 0.83 0.84 I 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 JAv = f. 4 Concrete thickness reduction factor in shear, f, 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 17 and figure 3 of this section to calculate permlseable edge distance, spacing and concrete thickness combinations. Huh, Inc. (US) 1-800.879-8000 1 www.us.hiiti.com I on espafiol 1-800-879-5000 1 Hltti (Canada) Corp. 1-800-363-4458 I www.hlltLca I Anchor Fastening Technical Guide 2014 225 'st: ri ••y• F -.".. I •j ') - -, , J_'I '.: c.'J 3.3.5 KWIK Bolt TZ Expansion Anchor Minimum 5/8" typical Minimum 20 gauge steel deck I Lower flute flute Max. 1 offset typical (ridge) Figure 4- Installation of KWIK Bolt TZ in the soffit of concrete over metal deck floor and root assemblies - W Deck Minimum 5/8" typical ) Mm. 3,000 psi sand-lightweight f; or normal-weight concrete -.-,,' ••,,_ , - or Minimum flute (valley) 20 gauge Iry Mi steel deck I I I Max. 1-3/4 L._.J t-.-- Lower I, I flute Mm. 2-1/2' Mm. 3/4" —I' 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 I 0 226 HiltI, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I an espanol 1-800-879-5000 1 I-IHti (Canada) Corp. 1-800-363-4458 1 Www.hlltl.ca I Anchor Fastening Technical Guide 2014 MeciaricI Anchoring Systems 9 IKWIK Bolt TZiExpansion A r. Table 26- HiltI KWIK Bolt TZ carbon steel design strength In the soffit of uncracked lightweight concrete over metal deck' Loads according to Figure 4 Loads according to Figure 5 Tension - cpN Shear - Tension - q)k Shear - Nominal Effective Nominal Ic = 3000 psi I = 4000 psi I'0 3000 psi f = 4000 psi f' = 3000 psi f' 4000 psi f' = 3000 psi f'0 4000 psi anchor embed. embed. diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (CN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,340 1,545 1,385 1,385 1,200 1,385 1,850 1,850 3/13 (51) (6.0) (6.9) (6.2) (6.2) (5.3) (6.2) (8.2) (8.2) 2 2-3/8 1,340 1,545 1,950 1,950 1,210 1,395 1,680 1,680 (51) (6.0) (6.9) (8.7) (8.7) (5.4) (6.2) (7.5) (7.5) 1/2 3.1/4 3-5/8 2,400 2,770 3,215 3,215 2,195 2,535 2,565 2,565 (83) (92) (10.7) (12.3) (14.3) (14.3) (9.8) (11.3) (11.4) (11.4) 3-1/8 3-9/16 1,835 2,120 2,990 2,990 2,640 3,050 3,060 3,060 (79) (90) (8.2) (9.4) (13.3) (13.3) (11.7) (13.6) (13.6) (13.6) 5/8 4 4-7/16 4,260 4,920 3,925 3,925 (102) (113) (18.9) (21.9) (17.5) n/a (17.5) n/a n/a rI/a Table 27 - Hifti KWIK Bolt TZ carbon steel design strength in the soffit of cracked lightweight concrete over metal deck''7 Loads according to Figure 4 Loads according to Figure 5 Tension - lN Shear - Tension - N0 Shear- Nominal Effective Nominal anchor embed. embed. I' - 3000 psi f0 = 4000 psi f' = 3000 psi I' 4000 psi "a - 3000 psi f' 4000 psi f' = 3000 psi f = 4000 psi diameter in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 950 1,095 1,3858 1,3868 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 1,680 1,680 (51) (4.2) (4.9) (6.7) (8.7) (3.8) (4.4) (7.5) (7.5) 1/2 3-1/4 3-5/6 1,705 1,970 3,215 3,215 1,955 2,255 2,565 2,565 (83) (92) (7.6) (8.8) (14.3) (14.3) (8.7) (10.0) (11.4) (11.4) 3-1/8 3-9/16 1,300 1,500 2,9908 2,9908 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 4-7/16 3,020 3,485 3,9258 3,9258 rI/a n/a n/a n/a (1 D2) (113) (13.4) (15.5) (17.5) (17.5) 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 Tabular value Is for one anchor per flute. Minimum spacing along the length of the flute Is 3 x h, (effective embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison to steel values in table 4 is not required. Values in tables 26 and 27 control. 7 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by x,,, - 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 HIM, Inc. (US) 1-80O879.8O0O I www.us.hlltl.com I an españoi 1-800-879.5000 1 Hiti (Canada) Corp. 1 .800.363.4458 1 www.htltl.ca i Anchor Fastening Technical Guide 2014 227 O S Mechanical Anchoring Systems 3.3.5 KWIK Dolt TZ Expansion Anchor J• -' - •••• ):' I-Y \. •')). •' -•' .;l -•: '.'. .......... '.. ii'_ ) I, -•' A::: J. - V ) ) J -• I ' 1V) R, Mm. 3,000 psi sand-lightweight j ' •'. or normal-weight concrete $ i - •- - -.2 1 - --,' ---•----- _y._•_. --V j _•__) - •V)/\ r _j• t ' Tj Upper Mm: flute 5/8 (valley) Typical :') •iV - I ••;V Li-A. Minimum 20 gauge steel deck Lower flute (ridge) Figure 6- Installation of the KWIK Bolt Ti on the top of sand-lightweight concrete over metal deck floor and roof assemblies Table 28- Hilti KWIK Bolt TZ carbon steel design strength in the top of uncracked concrete over metal deck'Am Tension - 4mN0 Shear - qV Nominal Effective Nominal anchor embed, embed. f 0 =3000psi f'0-4000psi f',-3000psi f,-4000psi diameter in. (mm) in. (mm) lb QcN) lb (N) lb (kN) lb (kN) 2 2-5/16 1,790 2,070 2,605 3,005 3/8 (51) (8.0) (9.2) (11.6) (13.4) 2 2-3/8 2,415 2,790 2,605 3,005 1/2 (51) (10.7) (12.4) (11.6) (13.4) Table 29 - 14i1ti KWIK Bolt Ti carbon steel design strength in the top of cracked concrete over metal deck1'5 Tension - 4N0 Shear - 4V0 Nominal Effective Nominal anchor embed. embed. I = 3000 psi I = 4000 psi 1 3000 psi 1 = 4000 psi diameter In. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) 2 2-5/16 1,615 1,865 1,845 2,130 3/8 (51) (7.2) (8.3) (8.2) (9.5) 2 2-3/8 1,710 1,975 1,845 2,130 1/2 (51) (7.6) (8.8) (8.2) (9.5) 1 See section 3.1.7.3 to convert design strength value to 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, A. - 060 5 Tabular values are for static loads only. For seismic loads, multiply cracked concrete tabular values by 0.75. See section 3.1.7.4 for additional information on seismic applications. 228 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hlltl.com I an espaoi 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4459 1 www.hilti.co I Anchor Fastening Technical Guide 2014 0 S 0 kWIK Bolt TZ Expansion Anchor 3.3.5 Table 30- Load adjustment factors for carbon steel KWIK Bolt TZ in the top of uncracked concrete over metal deck12 3/8-in, and 1/2-in. Edge distance in shear KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness uncracked concrete in tension factor in tension in shear' J. toward edge II to edge factor in shear" over metal deck JAN fFW f, f f. Anchor In. 3/8 1,2 3/8 1/2 3/8 1/2 3/8 1/2 /8 112 3/8 1,2 diameter d. (mm) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) Effective in. 2 2 2 2 2 2 2 2 2 2 2 2 embed. h (mm) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2-3/8 2-5/16 2.3/8 2-5/16 2-3/8 2-5/16 2-3/8 embed. h,.m (mm) (59) (60) (59) (60) (59) (60) (59) (60) 1 (59) (60) 1 (59) (60) 3 (76) n/a n/a 0.33 n/a rL'a n/a 0.64 n/a 0.64 n/a n/a n/a 3.1/4 3) n/a n/a 0.36 n/a n/a n/a 0.72 rb'a 0,72 n/a 0.73 0.75 3-1j2 (89) n/a n/a 0.39 n/a n/a n/a 0.81 n/a 0.81 n/a 0.76 0.78 4 (102) 0.83 n/a 0.44 n/a 0.67 n/a 0.99 n/a 0.99 n/a 0.81 0.84 lb 4.1f2 (114) 0.88 n/a 0.50 0.50 0.69 n/a 1.00 1.00 1.00 1.00 5 (127) 0.92 n/a 0.56 0.56 0.71 n/a '7 5-112 (140) 0.96 n/a 0.61 0.61 0.73 n/a 6 (152) 1.00 n/a 0.67 0.67 0.75 n/a 6-1,2 (165) 1.00 0.72 0.78 7 0.72 0.77 , - (178) 0.78 0.78 7 0.79 0.81 - - - (203) 0.89 0.89 0.83 0.85 - (229) 1.00 1.00 0.87 0.89 10 (254) 0.91 0.94 11 (279) 0.95 0.98 12 (305) 1.00 1.00 Table 31 - Load adjustment factors for carbon steel KWIK Bolt TZ in the top of cracked concrete over mete! deck' 3/8-in, and 1,2-in. Edge distance in shear KB-TZ CS Spacing factor Edge distance Spacing factor Conc. thickness cracked concrete in tension factor In tension in shear3 .L toward edge (Ito edge factor in shear4 over metal deck 'AN 'AV , f,,, Anchor in. 3/8 1,2 3/8 1/2 3/8 1/2 3/8 1/2 /8 1,2 3/8 1/2 diameter d (mm) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) (9.5) (12.7) Effective in. 2 2 2 2 2 2 2 2 2 2 2 2 embed. h8, (mm) (51) 51) (51) (51) (51) (51) (51) (51) (51) (51) (51) (51) Nominal in. 2-5/16 2-3/8 2-5/16 2-3/8 2.5/16 2.3/8 2-5/16 2-3/8 2-5/16 2-3/8 2.5/16 2-3/8 embed. h,. (mm) (59) (60) (59) (60) (59) (60) (59) 1 (60) (59) 1 (60) (59) 1 (60) 3 (76) n/a n/a 1.00 n/a n/a n/a 0.65 n/a 1.00 1 n/a n/a n/a ' 3-1/4 (63) n/a n/a n/a n/a n/a 0.73 n/a n/a 0.74 0.76 3-1/2 (89) n/a n/a n/a n/a n/a 0.82 n/a n/a 0.76 0.79 'ff 4 (102) 0.83 n/a ______ n/a 0.67 n/a 1.00 n/a - n/a 0.82 0.84 4-1j2 (114) 0.88 n/a 1.00 0.69 nJa 1.00 1.00 5 (127) 0.92 n/a 0.71 1 n/a '7 5-1,2 )140) 0.96 n/a 0.73 /a g 6 (152) 1.00 n/a 0.75 n/a 5 6-1/2 (165) 1.00 0.77 0.79 7 (178) 0.79 0.81 A2 8 - (203) 0.83 0.85 - - (229) 0.87 0.90 10 (254) 0.92 0.94 a ii (279) 0.96 1 0.98 12 (305) 1 1.00 1 1.00 1 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318 Appendix D. 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 1.0. - For concrete thickness greater than or equal to 4-inches, the anchor can be designed using either table 2 or table 3 of this section. Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I an espafrol 1 -800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hllti.ca I Anchor Fastening Technical Guide 2014 229 3.3.5 I 3.3.5 KWIK Bolt TZ Expansion Anchor 3.3.5.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.us.hllti.com (US) and www.hiltLca (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. 3.3.55 Ordering information' Description Length Threaded length Box quantity KB-TZ 3/8x3 KB-TZ SS304 3/8x3 KB-TZ S5316 3/84 3 7/8 50 KB-TZ 3/84-3/4 KB-TZ SS304 3/8x3-3/4 KB-TZ SS316 3/84-3/4 3-3/4 1-5/8 50 KB-TZ 3/8x5 KB-TZ SS304 3/86 5 2-7/8 50 KB-TZ 1/2x3-3/4 KB-TZ SS304 1t20-3/4 KB-TZ 58316 12x3-3/4 3-3/4 1-5/8 20 KB-TZ 1/2x4-112 KB-TZ S5304 1,2x4-1)2 KB-TZ 5S316 1/2x4-1/2 4-1/2 2-3/8 20 KB-TZ 1/24-1/2 KB-TZ 89304 1/2x5-1/2 KB-TZ S5316 1/2x5-1,2 5-1/2 3-3/8 20 KB-TZ 1/2x7 KB-TZ S5304 1/2x7 7 4-7/8 20 KB-TZ 5/8x4-3/4 KB-TZ SS304 5/8x4-3/4 KB-TZ 58316 5/8x4-3/4 4-3/4 1-1/2 15 KB-TZ 5/8x6 KB-TZ 58304 5/84 KB-TZ SS316 5/8x6 6 2-3/4 15 KB-TZ 5/8x8-1/2 KB-TZ 55304 5/8x8-1)2 8-1)2 5-1/4 15 KB-TZ 5/8x10 KB-TZ 5S304 5/8x10 10 6-3/4 15 KB-TZ 3/4x5-1/2 KB-TZ SS3O43/4x5-1f2 KB-1Z883163/4x5-1,2 51/2 1-1/2 10 KB-TZ 3/4x8 KB-TZ S5304 3/4x8 8 4 10 KB-TZ 3/4110 KB-TZ S53043/4x10 KB-1Z583163/4x10 10 6 10 1 All dimensions in inches Table 32 - KWIK Bolt TZ leneth Identification system Length ID marking on A B C D E F G I-i I J K L M N 0 P 0 R S I U V W bolt head Length From Of anchor, Up to 'butnot 22l433I444 1/2 55t66t7714881499t410111213141516 in. including Figure 7 - Bolt head with length identification mark and KWJI( Bolt TZ head notch embossment fl 230 HIS, Inc. (US) 1-800-879-8000 I www.us.hlltl.com I en espafiol 1-800-879-5000 I Huh (Canada) Corp. 1-800-363-4458 1 www.hlltl.ca I Anchor Fastening Technical Guide 2014 - Fire Protection by Computer Design COSCO FIRE PROTECTION 4990 GREENCRAIG LANE Your Street Address 2 SAN DIEGO, CA 92123 (858) 444-2000 Job Name : Sterogene Mezzanine Revision #1 Calculation Building Location System Contract Data File : 10.CA_5416 Sterogene 1958 Kellogg Phase 1.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 S Water Supply Curve C COSCO FIRE PROTECTION Page 1 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 City Water Supply: Demand: Cl - Static Pressure : 95.4 Dl - Elevation : 4.331 C2 - Residual Pressure: 70.4 D2 - System Flow : 517.28 C2 - Residual Flow : 4225 D2 - System Pressure : 82.924 Hose ( Demand) : 500 D3 - System Demand : 1017.28 Safety Margin : 10.682 150 140 130 p120 R11° E10° S 90 D2 - _________ S C2 U 70 R6° E5° 40 30 20 kDi.S I I I 10 I I I I 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW (N A 1.85) ID Computer Programs by Hydlnc. Revision: 50.52.1 0 Fittings USummary 0 COSCO FIRE PROTECTION Page 2 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Fitting Legend Abbrev. Name % 1 1% 1% 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvcb B Fly Vic 705W 0 0 0 0 0 0 5 5 0 12 12 8 11 12 14 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Pressure I Flow Summary - STANDARD COSCO FIRE PROTECTION Page 3 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Si 9.0 5.6 13.4 na 20.5 0.15 130 7.0 Li 11.25 13.61 na S2 9.0 5.6 14.72 na 21.49 0.15 130 7.0 12 11.25 15.79 na S3 9.0 5.6 15.35 na 21.94 0.15 130 7.0 L3 11.25 16.66 na S4 9.0 5.6 12.78 na 20.02 0.15 130 7.0 L4 11.25 13.13 na S5 9.0 5.6 13.1 na 20.27 0.15 130 7.0 L5 11.25 14.17 na S6 9.0 5.6 14.0 na 20.95 0.15 130 7.0 L6 11.25 15.17 na S8 9.0 5.6 12.73 na 19.98 0.15 130 7.0 L7 11.25 12.9 na S9 9.0 5.6 12.85 na 20.07 0.15 130 7.0 LB 11.25 13.68 na SIO 9.0 5.6 13.51 na 20.58 0.15 130 7.0 L9 11.25 14.42 na Sli 9.0 5.6 14.92 na 21.63 0.15 130 7.0 L10 11.25 16.02 na 513A 9.0 5.6 12.13 na 19.5 0.15 130 7.0 LilA 11.25 12.24 na S13 9.0 5.6 13.5 na 20.58 0.15 130 7.0 LII 11.25 13.73 na S14 9.0 5.6 15.4 na 21.97 0.15 130 7.0 L12 11.25 16.55 na S15 9.0 5.6 14.8 na 21.54 0.15 130 7.0 L13 11.25 15.13 na S16 9.0 5.6 15.46 na 22.02 0.15 130 7.0 L14 11.25 16.63 na S17 9.0 5.6 16.49 na 22.74 0.15 130 7.0 L15 11.25 17.78 na S20 9.0 5.6 12.47 na 19.78 0.15 130 7.0 L16 11.25 12.55 na S21 9.0 5.6 13.28 na 20.41 0.15 130 7.0 L17 11.25 13.82 na S22 9.0 5.6 14.29 na 21.17 0.15 130 7.0 L18 11.25 14.58 na L19 11.25 14.9 na S23 9.0 5.6 15.81 na 22.27 0.15 130 7.0 1.20 11.25 17.02 na S24 9.0 5.6 19.24 na 24.56 0.15 130 7.0 L21 11.25 20.88 na S25 0.0 35.75 na 122 11.25 30.88 na S26 0.0 36.35 na L23 11.25 31.48 na Ml 11.25 18.87 na M2 11.25 18.87 na M3 11.25 18.97 na S7 9.0 5.6 17.55 na 23.46 0.15 130 7.0 M4 11.25 18.99 na M5 11.25 19.46 na S12 9.0 5.6 18.47 na 24.07 0.15 130 7.0 M6 11.25 20.02 na M7 11.25 20.33 na M8 11.25 22.06 na S18 9.0 5.6 21.2 na 25.79 0.15 130 7.0 M9 11.25 23.1 na S19 0.0 31.09 na M10 11.25 26.22 na Mil 11.25 26.61 na fl Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - Standard COSCO FIRE PROTECTION Page 4 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 bode Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. M12 11.25 30.88 na M13 11.25 31.48 na M14 11.25 34.26 na M15 23.25 57.72 na M16 23.25 58.83 na M17 23.25 64.2 na M19 23.25 63.05 na M18 23.25 65.3 na TOR 23.25 65.66 na BOR 1.5 75.48 na UGI -3.0 77.55 na BF1 -3.0 78.3 na BF2 -3.0 82.87 na UG2 -3.0 83.53 na TEST -1.0 82.92 na 500.0 The maximum velocity is 30.43 and it occurs in the pipe between nodes M 11 and M12 C S Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams - 2007 COSCO FIRE PROTECTION Page 5 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Si 20.50 1.049 3E 6.0 2.750 13.397 K Factor =5.60 to 120.0 0.0 6.000 -0.974 Li 20.5 0.1361 0.0 8.750 1.191 Vel = 7.61 Li 0.0 1.049 0.0 16.000 13.614 to 120.0 0.0 0.0 0.0 L2 20.5 0.1362 0.0 16.000 2.179 Vel = 7.61 0.0 20.50 15.793 K Factor = 5.16 S2 21.49 1.049 3E 6.0 2.750 14.724 K Factor =5.60 to 120.0 T 5.0 11.000 -0.974 L2 21.49 0.1486 0.0 13.750 2.043 Vel= 7.98 L2 20.49 1.38 t 0.0 6.416 15.793 to 120.0 0.0 0.0 0.0 L3 41.98 0.1348 0.0 6.416 0.865 Vel= 9.00 0.0 41.98 16.658 KFactor= 10.29 S3 21.94 1.049 3E 6.0 3.800 15.348 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 L3 21.94 0.1543 0.0 14.800 2.284 Vel= 8.14 L3 41.98 1.38 T 6.0 1.542 16.658 to 120.0 0.0 6.000 0.0 M2 63.92 0.2938 0.0 7.542 2.216 Vel = 13.71 0.0 63.92 18.874 KFactor= 14.71 S4 20.02 1.049 3E 6.0 4.160 12.778 K Factor= 5.60 to 120.0 0.0 6.000 -0.974 L4 20.02 0.1303 0.0 10.160 1.324 Vel = 7.43 L4 0.0 1.049 0.0 8.000 13.128 to 120.0 0.0 0.0 0.0 L5 20.02 0.1304 0.0 8.000 1.043 Vel = 7.43 0.0 20.02 14.171 K Factor = 5.32 S5 20.27 1.049 3E 6.0 4.333 13.100 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 L5 20.27 0.1334 0.0 15.333 2.045 Vel = 7.52 L5 20.02 1.38 0.0 8.000 14.171 to 120.0 0.0 0.0 0.0 L6 40.29 0.1250 0.0 8.000 1.000 Vel = 8.64 0.0 40.29 15.171 KFactor= 10.34 S6 20.95 1.049 3E 6.0 4.160 13.996 K Factor =5.60 to 120.0 T 5.0 11.000 -0.974 L6 20.95 0.1418 0.0 15.160 2.149 Vel = 7.78 L6 40.29 1.38 T 6.0 8.000 15.171 to 120.0 0.0 6.000 0.0 M3 61.24 0.2713 0.0 14.000 3.798 Vel = 13.14 0.0 61.24 18.969 KFactor= 14.06 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 6 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Hy d. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S8 19.98 1.049 3E 6.0 2.750 12.734 K Factor = 5.60 to 120.0 0.0 6.000 -0.974 L7 19.98 0.1299 0.0 8.750 1.137 Vel = 7.42 L7 0.0 1.049 0.0 6.000 12.897 to 120.0 0.0 0.0 0.0 L8 19.98 0.1298 0.0 6.000 0.779 Vel = 7.42 0.0 19.98 13.676 K Factor = 5.40 S9 20.07 1.049 3E 6.0 2.750 12.849 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 L8 20.07 0.1310 0.0 13.750 1.801 Vel = 7.45 L8 19.99 1.38 0.0 6.000 13.676 to 120.0 0.0 0.0 0.0 L9 40.06 0.1238 0.0 6.000 0.743 Vel = 8.59 0.0 40.06 14.419 KFactor= 10.55 S10 20.58 1.049 3E 6.0 2.750 13.507 K Factor =5.60 to 120.0 T 5.0 11.000 -0.974 L9 20.58 0.1372 0.0 13.750 1.886 Vel = 7.64 40.06 1.38 0.0 6.000 14.419 .L9 to 120.0 0.0 0.0 0.0 L10 60.64 0.2663 0.0 6.000 1.598 Vel = 13.01 0.0 60.64 16.017 KFactor= 15.15 311 21.63 1.049 3E 6.0 2.750 14.923 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 L10 21.63 0.1504 0.0 13.750 2.068 Vel = 8.03 L10 60.64 1.61 T 8.0 7.583 16.017 to 120.0 0.0 8.000 0.0 M5 82.27 0.2211 0.0 15.583 3.446 Vel = 12.97 0.0 82.27 19.463 K Factor = 18.65 S13A 19.50 1.049 3E 6.0 2.750 12.125 K Factor =5.60 to 120.0 0.0 6.000 -0.974 LilA 19.5 0.1241 0.0 8.750 1.086 Vel = 7.24 LilA 0.0 1.049 0.0 12.000 12.237 to 120.0 0.0 0.0 0.0 LII 19.5 0.1243 0.0 12.000 1.491 Vel = 7.24 0.0 19.50 13.728 K Factor = 5.26 S13 20.58 1.049 3E 6.0 2.750 13.502 K Factor =5.60 to 120.0 0.0 6.000 -0.974 LII 20.58 0.1371 0.0 8.750 1.200 Vel = 7.64 LII 19.50 1.049 0.0 6.000 13.728 to L12 40.08 120.0 0.4707 0.0 0.0 0.0 6.000 0.0 2.824 Vel = 14.88 0.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 7 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 40.08 16.552 K Factor= 9.85 S14 21.97 1.049 3E 6.0 2.750 15.397 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 L12 21.97 0.1548 0.0 13.750 2.129 Vel = 8.16 L12 40.08 1.38 T 6.0 7.583 16.552 to 120.0 0.0 6.000 0.0 M7 62.05 0.2780 0.0 13.583 3.776 Vel = 13.31 0.0 62.05 20.328 KFactor= 13.76 S15 21.54 1.049 3E 6.0 2.750 14.800 K Factor =5.60 to 120.0 0,0 6.000 -0.974 L13 21.54 0.1493 0,0 8.750 1.306 Vel = 8.00 L13 0.0 1.049 0.0 10.000 15.132 to 120.0 0,0 0.0 0.0 L14 21.54 0.1494 0.0 10.000 1.494 Vel = 8.00 0.0 21.54 16.626 KFactor= 5.28 S16 22.02 1.049 3E 6.0 2.750 15.462 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 L14 22.02 0.1555 0.0 13.750 2.138 Vel = 8.17 L14 21.54 1.38 0.0 8.000 16.626 to 120.0 0.0 0.0 0.0 L15 43.56 0.1445 0.0 8.000 1.156 Vel = 9.34 0.0 43.56 17.782 K Factor= 10.33 S17 22.74 1.049 3E 6.0 2.750 16.487 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 L15 22.74 0.1650 0.0 13.750 2.269 Vel = 8.44 L15 43.56 1.38 T 6.0 7.620 17.782 to 120.0 0.0 6.000 0.0 M8 66.3 0.3142 0.0 13.620 4.280 Vel = 14.22 0.0 66.30 22.062 KFactor= 14.12 S20 19.78 1.049 3E 6.0 2.250 12.472 K Factor =5.60 to 120.0 0.0 6.000 -0.974 L16 19.78 0.1274 0.0 8.250 1.051 Vel = 7.34 L16 0.0 1.049 0.0 10.000 12.549 to 120.0 0.0 0.0 0.0 L17 19.78 0.1275 0.0 10.000 1.275 Vel = 7.34 0.0 19.78 13.824 K Factor= 5.32 S21 20.41 1.049 2E 4.0 2.250 13.279 K Factor =5.60 to 120.0 1 5.0 9.000 -0.974 L17 20.41 0.1350 0.0 11.250 1.519 VeI= 7.58 L17 19.77 1.38 T 6.0 2.620 13.824 to 120.0 0.0 6.000 0.0 L19 40.18 0.1244 0.0 8.620 1.072 Vel = 8.62 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 8 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Hy d. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 40.18 14.896 K Factor= 10.41 S22 21.17 1.049 3E 6.0 2.750 14.288 K Factor =5.60 to 120.0 0.0 6.000 -0.974 L18 21.17 0.1445 0.0 8.750 1.264 Vel= 7.86 L18 0.0 1.049 0.0 2.200 14.578 to 120.0 0.0 0.0 0.0 L19 21.17 0.1445 0.0 2.200 0.318 VeI= 7.86 L19 40.18 1.38 0.0 7.795 14.896 to 120.0 0.0 0.0 0.0 L20 61.35 0.2722 0.0 7.795 2.122 Vel= 13.16 0.0 61.35 17.018 KFactor= 14.87 S23 22.27 1.049 3E 6.0 2.750 15.810 K Factor =5.60 to 120.0 T 5.0 11.000 -0.974 L20 22.27 0.1587 0.0 13.750 2.182 Vel = 8.27 L20 61.35 1.38 0.0 8.000 17.018 to 120.0 0.0 0.0 0.0 L21 83.62 0.4828 0.0 8.000 3.862 Vel = 17.94 . 0.0 83.62 20.880 K Factor= 18.30 S24 24.56 1.049 3E 6.0 2.750 19.238 K Factor 5.60 to 120.0 T 5.0 11.000 -0.974 L21 24.56 0.1903 0.0 13.750 2.616 Vel = 9.12 L21 83.62 1.61 T 8.0 7.620 20.880 to 120.0 0.0 8.000 0.0 Mil 108.18 0.3670 0.0 15.620 5.732 VeI= 17.05 0.0 108.18 26.612 KFactor= 20.97 S25 0.0 1.049 3E 6.0 2.750 35.750 to 120.0 0.0 6.000 -4.872 L22 0.0 0.0 0.0 8.750 0.0 Vel = 0 L22 0.0 1.049 T 5.0 3.290 30.878 to 120.0 0.0 5.000 0.0 M12 0.0 0.0 0.0 8.290 0.0 Vel = 0 0.0 0.0 30.878 K Factor = 0 S26 0.0 1.049 3E 6.0 2.750 36.353 to 120.0 0.0 6.000 -4.872 L23 0.0 -0.0001 0.0 8.750 -0.001 Vel = 0 L23 0.0 1.049 T 5.0 6.700 31.480 to 120.0 0.0 5.000 0.0 M13 0.0 0.0 0.0 11.700 0.0 Vel =0 0.0 31.480 K Factor = 0 •0.0 Ml 0.0 2.635 0.0 2.540 18.874 to 120.0 0.0 0.0 0.0 M2 0.0 0.0 0.0 2.540 0.0 Vel = 0 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 9 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M2 63.92 2.635 0.0 7.583 18.874 to 120.0 0.0 0.0 0.0 M3 63.92 0.0125 0.0 7.583 0.095 Vel = 3.76 M3 61.24 2.635 0.0 0.500 18.969 to 120.0 0.0 0.0 0.0 M4 125.16 0.0440 0.0 0.500 0.022 Vel = 7.36 0.0 125.16 18.991 KFactor= 28.72 S7 23.46 1.049 3E 6.0 2.790 17.554 K Factor =5.60 to 120.0 T 5.0 11.000 -0.974 M4 23.46 0.1748 0.0 13.790 2.411 Vel = 8.71 M4 125.16 2.635 0.0 7.870 18.991 to 120.0 0.0 0.0 0.0 M5 148.62 0.0600 0.0 7.870 0.472 Vel = 8.74 M5 82.27 2.635 0.0 4.120 19.463 to 120.0 0.0 0.0 0.0 M6 230.89 0.1354 0.0 4.120 0.558 Vel = 13.58 0.0 230.89 20.021 KFactor= 51.60 S12 24.07 1.049 3E 6.0 2.790 18.468 K Factor = 5.60 to 120.0 T 5.0 11.000 -0.974 M6 24.07 0.1832 0.0 13.790 2.527 Vel = 8.94 M6 230.89 2.635 0.0 1.890 20.021 to 120.0 0.0 0.0 0.0 M7 254.96 0.1624 0.0 1.890 0.307 Vel = 15.00 M7 62.05 2.635 0.0 7.120 20.328 to 120.0 0.0 0.0 0.0 M8 317.01 0.2435 0.0 7.120 1.734 Vel = 18.65 M8 66.30 2.635 0.0 3.000 22.062 to 120.0 0.0 0.0 0.0 M9 383.31 0.3460 0.0 3.000 1.038 Vel = 22.55 0.0 383.31 23.100 KFactor= 79.75 S18 25.79 1.049 3E 6.0 2.790 21.203 K Factor =5.60 to 120.0 T 5.0 11.000 -0.974 M9 25.79 0.2082 0.0 13.790 2.871 Vel = 9.57 M9 383.31 2.635 0.0 8.000 23.100 to 120.0 0.0 0.0 0.0 M10 409.1 0.3902 0.0 8.000 3.122 Vel = 24.07 0.0 409.10 26.222 K Factor = 79.89 S19 0.0 1.049 3E 6.0 2.790 31.094 to 120.0 T 5.0 11.000 -4.872 MIO 0.0 0.0 0.0 13.790 0.0 Vel = 0 M10 409.10 2.635 0.0 1.000 26.222 to 120.0 0.0 0.0 0.0 Mil 409.1 0.3900 0.0 1.000 0.390 Vel = 24.07 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 10 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Mil 108.18 2.635 0.0 7.083 26.612 to 120.0 0.0 0.0 0.0 M12 517.28 0.6023 0.0 7.083 4.266 Vel = 30.43 M12 0.0 2.635 0.0 1.000 30.878 to 120.0 0.0 0.0 0.0 M13 517.28 0.6020 0.0 1.000 0.602 Vel = 30.43 M13 0.0 2.635 0.0 4.620 31.480 to 120.0 0.0 0.0 0.0 M14 517.28 0.6024 0.0 4.620 2.783 Vel = 30.43 M14 0.0 2.635 2E 16.474 14.620 34.263 to 120.0 T 16.474 32.948 -5.197 M15 517.28 0.6023 0.0 47.568 28.652 Vel = 30.43 M15 0.0 4.26 E 13.167 6.000 57.718 to 120.0 0.0 13.167 0.0 M16 517.28 0.0581 0.0 19.167 1.113 VeI= 11.64 M16 -327.43 3.26 3E 28.223 112.000 58.831 to 120.0 T 20.159 48.382 0.0 M17 189.85 0.0334 0.0 160.382 5.364 Vet = 7.30 M17 0.0 4.26 T 26.334 95.042 64.195 I to M18 189.85 120.0 0.0091 0.0 0.0 26.334 121.376 0.0 1.103 Vel= 4.27 0.0 189.85 65.298 K Factor= 23.49 M16 327.43 4.26 2E 26.334 142.933 58.831 to 120.0 0.0 26.334 0.0 M19 327.43 0.0249 0.0 169.267 4.217 Vel = 7.37 M19 0.0 4.26 T 26.334 64.000 63.048 to 120.0 0.0 26.334 0.0 M18 327.43 0.0249 0.0 90.334 2.250 Vel = 7.37 0.0 327.43 65.298 K Factor= 40.52 M18 517.28 6.357 E 17.603 26.000 65.298 to 120.0 0.0 17.603 0.0 TOR 517.28 0.0083 0.0 43.603 0.360 Vel = 5.23 TOR 0.0 6.357 2F 17.603 20.833 65.658 to 120.0 Bvcb 10.059 27.662 9.420 BOR 517.28 0.0083 0.0 48.495 0.401 Vel = 5.23 BOR 0.0 6.16 L 12.911 4.500 75.479 to 140.0 0.0 12.911 1.949 UG1 517.28 0.0072 0.0 17.411 0.126 Vet = 5.57 UG1 0.0 6.09 3L 41.624 68.500 77.554 to 150.0 0.0 41.625 0.0 BF1 517.28 0.0067 0.0 110.125 0.743 Vel = 5.70 BF1 0.0 6.16 T 43.037 10.000 78.297 to 140.0 2L 25.822 68.859 4.000 * Fixed Loss = 4 I BF2 517.28 0.0072 0.0 78.859 0.571 Vel = 5.57 BF2 0.0 6.09 2L 27.75 19.500 82.868 to 150.0 G 4.625 78.623 0.0 UG2 517.28 0.0067 T 46.249 98.123 0.661 Vet = 5.70 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 11 Sterogene Mezzanine Revision #1 Calculation Date 3-7-19 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 0.0 7.98 T 52.855 91.500 83.529 to 150.0 0.0 52.855 -0.866 TEST 517.28 0.0018 0.0 144.355 0.261 Vel = 3.32 500.00 Qa = 500.00 1017.28 82.924 KFactor= 111.71 Computer Programs by Hydratec Inc. Revision: 50.52.1