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Home My WebLink About5901 PRIESTLY DR; 300; FPC2017-0231; Permitraty of Carlsbad Print Date: 12/06/2024 Permit No: FPC2017-0231 Job Address: 5901 PRIESTLY DR, # 300, CARLSBAD, CA 92008-8825 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120610300 Track #: Applied: 08/11/2017 Valuation: $421,287.58 Lot #: Issued: 08/29/2017 Occupancy Group: Project : Finaled Close Out: 04/05/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Project Title: Description: BAYWA R.E. OFFICE -SPRINKLER TI 7-100 HEADS (11) 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 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov FrcL2-on -o2i .1ISSSI .11•I.,. . cosco 00 S. •• I Fire Protection San Diego Branch Office 4990 Greencraig Lane San Diego, CA 92123 (858) 444-2000 fax: 444-2056 CA Lic.: C-16 #577621 www.coscofire.com MATERIAL SUBMITTAL Date:. 8/107! 7 BAYWA R.E 5901 PRIESTLY DRIVE, SUITE 300 CARLSBAD, CA 92008 JOB # 10.CD_5762 All material submitted, maybe substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Submitted by: M . Los Angeles 0 San Francisco • Orange 0 Fresno 0 San Diego 0 Seattle Page 1 of 6 'J II(IF1G®MICROFAST11 QUICK l:lI[.flu.Jv RESPONSE PENDENT SPRINKLER VK302 (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: www.vikinggroupinc.com DESCRIPTION The Viking Microfase Quick Response Pendent Sprinkler VK302 is a small thermo- sensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificates G414009 and G414010 kKV LPCB Approved CE CE Certified: Standard EN 12259-1:1999, A3:2006 Certificate of Constancy of Performance 0832-CPR-S0021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) *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). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-M, Black Pol.yesterj1-/B, and ENT = JN. Temperature Suffix: 135°F (57 °C) A, 155°F (68 °C) = B, 175°F (7C) D,2OO°F. ([93 °C) = E, 286°F (141 °C) = G For example, sprinkler VK302 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the current Viking price list.) Form No. F_033314 17.02.02 Rev 17.1 Replaces Form No. F_033314 Rev 16.4 (Added PN for CCCF approved sprinkler.) Page 2 of 6 MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (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: wwwvikinggroupinc.com Sprinkler Wrenches: Standard Wrench: Part No. 10896W/13 (available since 2000). Wrench for Recessed Pendent Sprinklers: Part No. 13655W18** (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A 1A" ratchet is required (not available from Viking). ***pjlows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 197 1) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the 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 The Viking Microfase Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. 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. Protective Sprinkler t_.....Wrench Flat Clip Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W/13 Form No. F_033314 17.02.02 Rev 17.1 Page 3 of 6 MICROFAST® QUICK "1II(lFiIG SPRINKLER VK302(K5.6) RESPONSE PENDENT 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: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES I I Sprinkler Temperature Sprinkler Nominal Maximum Ambient I Classification Temperature Rating' Ceiling Temperature' Bulb Color u 0 or Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175 ¶ (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings': White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 °C) Footnotes 1 The sprinkler temperature rating is stamped on the 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 com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Sprinkler wrench 13655W/B** for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) Im Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No. F033314 17.02.02 Rev 17.1 Page 4 of 6 MICROFAST® QUICK J IF(II4IG l:II•97.f. RESPONSE PENDENT SPRINKLER VK302 (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: www.vikinggroupinc.com Approval Chart I (UL) The Viking Mici , rofasr Quick Response KEY Finish Pendent Sprinkler VK302 A& Escutdiew (if app&able) Maximum 175 PSI (12 Bar) WWP Base Sprinkler Thread Size Nominal Overall Listings and Approvals' Part SIN Style K-Factor Length (Refer also to Design Criteria.) Number' NPT BSP U.S. metric' ii5 mm cLJius VdS LPCB CE 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X Al A1Z, B1Y D1Z, CIY -- -- 19780 VK302 Pendent 1/2" -- 56 80.6 2-1/4 58 -- -- -- -- -- D3 21354 VK302 Pendent -- 15 mm 5.6 80.6 2-1/4 58 -- -- -- -- -- 03 NOTICE - Product Below - Limited Availability (Contact Local Viking Office) 06662B VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 AIZ, BIY, D2, C2X -- -- -- -- -- 18021 VK302 Pendent 1/2" 15 mm 5.6 1 80.6 2-1/4 58 A1X, BIY Al I AIX, BIY I Dlx, ClY8 1 D1X, dY9 I -- Approved Temperature Ratings Approved Finishes Approved Escutcheons A - 135 "F (57 "C), 155 "F (68 "C), 175 "F 1 - Brass, Chrome, White X - Standard surface-mounted escutcheon or the (79 °C), 200 "F (93 "C), 286 "F (141 "C) Polyesterf6, Black Polyes- Viking Micromatic Model E-1 Recessed Escutcheon B - 135 "F (57 "C), 155 "F (68 "C), 175 "F ter56 Y - Standard surface-mounted escutcheon or the (79 "C), and 200 "F (93 "C) 2 - ENT5 Viking Microfast9 Model F-i Adjustable Escutcheon, or recessed with the Viking Micro- C - 155 "F (68 "C), 175 "F (79 "C), and 3-Chrome mati& Model E-1, E-2, or E-3 Recessed Escutcheon 200 "F (93 "C) Z - Standard surface-mounted escutcheon or the D - 155 "F (68 "C), 175 "F (79 "C), 200 "F Viking Microfast9 Model F-1 Adjustable Escutcheon (93 "C), 286 "F (141 "C) Footnotes Base part number shown. For complete part number, refer to Viking's current price 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 table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. CE Certified, Standard EN 12259-1, Ed-certificate of conformity 0832-CPD-2001. 8 CE Certified, Standard EN 12259-1, EC-certificates of conformity 0832-CPD-2001 and 0832-CPD-2003. MED Certified, Standard EN 12259-1, EC-certificates of conformity 0832-MED-1 003 and 0832-MED-1 008. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed 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 stan- dards, whenever applicable. Form No. F_033314 17.02.02 Rev 17.1 Page 5 of 6 MICROFAST® QUICK tJ IFJI1Gi l:ll[.q1u.YM RESPONSE PENDENT SPRINKLER VK302 (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: www.vikinggroupinc.com Approval Chart 2 (FM) Temperstum KEY The Viking Microfast' Quick Response Finish Pendent Sprinkler VK302 AIX 4- Escutcheon (4 apphcue) Maximum 175 PSI (12 Bar) WWP Base Part SIN Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals' NPT BSP U.S. metric2 Inches Number' Style (Refer also to Design Criteria.) 12979 VK302 Pendent 1/2" 1 15 mm 5.6 80.6 2-1/4 1 58 1 A1Z, B1Y, D2X, C2 NOTICE i:iI2 Limited Availability (Contact T7 06662B VK302 Pendent 1/2" 15mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 Pendent 1/2" 1 15 mm 5.6 80.6 2-1/4 1 58 1 A1Z, B1Y Approved Escutcheons Approved Temperature Ratings X - Standard surface-mounted escutcheon or the A - 135°F (57 °C), 155 °F (68 °C), 175°F (79 °C), 200 °F Viking Micromatic® Model E-1 Recessed (93 °C), 286 °F (141 °C) Approved Finishes Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 "C), and 1 - Brass, Chrome, White Polyester, Y - Standard surface-mounted escutcheon or the 200 °F (93 °C) and Black Polyester4 Viking Microfast° Model F-i Adjustable Escutcheon, C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 2 - ENT5 or recessed with the Viking Micromatic® Model E-1 °F (141 °C) or E-2 Recessed Escutcheon D - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) Z - Standard surface-mounted escutcheon or the Viking Microfast® Model F-i Adjustable Escutcheon Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price 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 table shows the FM Approvals available at the time of printing. Other approvals may be in process. Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above) FM Aooroval Requirements: The Viking Microfast'® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers 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 F_080614 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. F033314 17.02.02 Rev 17.1 Page 6 of 6 MICROFAST® QUICK IsiII[s1U'Y.MA RESPONSE PENDENT SPRINKLER VK302 (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: www.vikinggroupinc.com 1/2" (15 mm) NPT .....,4. :2~4 1-314") (45 mm) Installed with a standard 1/8" surface-mounted escutcheon Ceiling Opening Size: ,ç. 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum 2-1/8" (54 mm) r 41 4 -- 1-1/2" 2" (38 mm) (51 mm) Mm. Max. Installed with a Microfast Note: At maximum, adapter Model F-I Adjustable is exposed 1/2" (13 mm) Escutcheon from face of ceiling Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon 1 Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum 2-1/8" - f 2-1/8"-- (54 mm) (54 mm 4,1 F1Tj] 2' 11\T,fl (29 mm) (45 mm) Min. (51 m) Min. Max. Max. Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-I and E-2 Recessed Escutcheons Form No. F_033314 17.02.02 Rev 17.1 Replaces Form No. F_033314 Rev 16.4 (Added PN for CCCF approved sprinkler.) i k '7 'f '-' kY#A X#A k A &V7A Ar~ M'LVA Schedule-10/Schedule-40 - ABFII Fully Listed and FM Approved Sprinkler Pipe When you specify Allied Schedule-10/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-i 23. >- 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, "ABFll". 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-1 0/Schedule-40 -ABFII pipe are in compliance with the following: ASTM A-135, Type [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 1 [A]II. 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 2.720 3.61 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 7.86 1 65 62.7 - 8.6 11.73 - - 1 lr.iii. NPS Nominal I.D. Wt. Wt. (1120 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 11/2 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 66.9 5.3 8.77 - - - 3.260 4.330 7.94 2.5550 75 1 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 1 59.75 - APPROVED Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com (r"~al hed • 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 - "'' 102011 Atkore International, Inc. All Rights Reserved. STP-S5-3-1105 DUCTILE IRON THREADED FITTINGS FIG. 3201 9O Elbow Eus SW APPROVED nP,re&IDdn e,dLbyla5e ee ,AnvtSte, Rrue,tl5s. FIGURE c}ssk 900 ELBOW Nominal Size Maximum Working Pressurea Dimension A Atrox. Wt. Each 1nins) P$1PIZ? L1711t) Mwiloft 1 500 1.50 0.62 70 ?#Si 1 36.10 0.118 1% 500 1.75 0.90 17 3450 41 1½ 500 1.94 1.20 {0 45O 4V116 C54 2 500 2.25 1.85 51' 3450 . 75 i84 A - Worlong Pressure Ratings are For reference or4 and based on 5th.4Op. For the - latest ULJULC, and FM pressure ratings versus pipe schedule, please visit anvihntl.com or contact your local Anvil Representative, MATERIAL SPECIFICATIONS Dimensions: ASME 816.3 Material: ASTM A536 Grade 65.45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/UIC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage, Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than Four turns. PROJECT INFORMATION APPROVAL STAMP Project: DApproved Address: fl Approved as noted Contractor Not approved Engineer: Remarks: Submittal Data: Notes 1: Notes 2: SPF/Dl-1.15 TED APPROVED ru Deens sed LntntcnL etetto ssw weO.ons CA,wr Sales Ae5ta0v. DUCTILE IRON THREADED FITTINGS Awl- V FIG. 3201R Reducing 90 Elbow FIGURE4EikI: IREDUCING 900 1:iuVY Max. Working Pressure,& Dimensions Approx. WI. Each M A B 500 1.26 1.36 0.44 34f0 3700 34,54 0.70 I x% ii 500 1.37 1.45 0.52 75 20 3450 34.19 36.53 (174 1¼x½ 500 1.34 1.53 0.64 34.(L 33.$ 1Y4xY4 500 1.45 1.62 0.72 3170 36.1 41,i4 033 1¼x1 500 1,58 1.67 0.75 12x25 3430 40. 1,1 44I 34 11hx1 500 1.65 1.80 0,92 40 X ?3 3~50 PYi 452? 6.42 ix1 500 1.82 1.88 1.08 0 .r 37 3.150 46.22 41.75 0.49 2x½ 500 1.49 1.85 1.08 90sli 750 9134 4)75 L49 2xY4 500 1.60 1.97 1.24 50 20 34511 40.c;4 3003 2 x 1 500 1.73 2.02 1.40 901S 3450 43.94 51.30 064 2x1V1 500 1.90 2.10 1.52 5032 3450 4e26 5334 0.70 2x1Vr 500 t 2.02 2.16 1.65 R! 4 40 3450 SLSO 5436 0.15 A -V4tlsng Pressure Ratings are for referenas only and based on 5ck 4Op For th latest IEJULç and FM pressure ratings veaus pipe schedule, please visti anviuintLcom or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therecare, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four tunis. PROJECT IN FORMATION APPROVAL 1fL1l'iI Project: 0 Approved Address: []Approved as noted Contractor QNot approved Engineer Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1.15 IJSThD APPROVED sOeua and L5 OW websle at aol an AhW Suios RoasoaSsSu.. DUCTILE IRON THREADED FITTINGS (~).AWWX FIG. 3205 Straight Tee [FIGURE 1JAj]..1 uI:I1[1:li ill Nominal Size king bi.(mvU Maximum WoureA Dimension A Approx. Wt. Each PSUtPc) In(n 1bstkg) 1 500 1.50 0.85 1½ 500 1.75 1.22 1½ 500 1.94 1.55 2 500 2,25 2.45 345 A Woddng Pressure Ratings am br reference only and based on Sch. 40 pipe. Far the latest LAJULC, and FM pressure ratings versus pipe schedule, please visit rewilinti cam or contact your local Anvil Representative. I MATERIAL SPECIFICATIONS Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are LIL/ULC Listed and FM Approved. NOTICE: Ductile iron fillings have higher tensile strength than that of steel pipe Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened cproximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: DApproved Address: DApproved as noted Contractor: [J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1.15 DUCTILE IRON THREADED FITTINGS (~)'A. .. W. & FIG, 3205R Reducing Tee I urm APPROVED flApecvat Dtsnd LirSattom. ,, w.bite at a ewstaee or O .rMar 5asRrm.o. FIGURE 3205R - REDUCING TEE Max. Dimensions .1. ________ ________ ________ Working K Anorox. Each Nominal Size I x 2 x 3 PressureA A B C In tmte) I aft,) lÀ (own.) In (ntis) In. Loss) lbs. g) 1 x ½ xl 500 1.50 1.36 1.50 0.64 1;45f7 38 U! 34.54 SOW 01y 1 xY4x 1 500 1.50 1.45 1.50 0.73 13, 'to x .o.w 3s, ho .48,70 0.32 1x1x½ 500 1.26 1.26 1.36 0.71 5 ,S 15., J4)! 300 .148 .14.54 0.11 1 xlxY4 500 1.37 1.37 1.45 016 7525.!10 34S0 34.10 :t4.10 34.83 0.34 1 xix 1¼ 500 1.67 1,67 1.58 0.98 23s2542 1 3450 42.41 424) 40./S 044 1 x l x1Yz* 500 1.80 1.80 1.65 1.16 25 ?5,i 40 1/430 61/ 43.47 41.91 0.53 1¼ x 1 X ½ 500 1.34 1.26 1.53 0.82 3225 13 .4431? 304 22.00 30.86 0.37 1¼x1xV4 500 1.45 1.37 1.62 0.90 322$.20 3'i50 .4s$3 $4.80 41.15 0.41 1¼x1 xi 500 1.58 1.50 1.67 1.00 3225.x25 34311 40.13 31W 4442 0.43 PA xix 1¼ 500 1.75 1.67 115 1.08 32iTh3$ 3450 1445 42.42 1 14.45 0.49 1¼x1 x1½ 500 1.88 1.80 1.82 1.42 1~x Wixt4 500 1.34 1.34 1.53 0.86 32x32 s/S 1 3430 2400 3401 3553 0.10 Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B] .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOUCE tsuctik iron fittings hrne higher tensile *engih than that ol steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron u/thngs should be tightened approximately three turns beyond hand tight, but no more than (our turns. FIGURE Nominal Size Max. Working PressureA Dimensions Wt. Each I x 2 x 3 A B C ID(ITh,t) ?SIikPo,I bt6nm) M1ms) In(nwrl) iLnn) 1¼ X Ax K 3232x80 500 $450 1.45 3333 1.45 36.82 1.62 4/iS 0.92 0.42 lAx 1¼ xl 3Lo322S 500 3451) 1.58 40.11/ 1.58 40.12 1.67 4117 0.95 14.43 1Vix1¼x1½* 32s'37x40 500 3450 1.88 41)5 1.88 41.13 1.82 40.22 1.45 043 A Vrtdng Pressure Ratings are for reference only and based on Sds. 40 pipe. For the latest UL/UIC, and FM pressure ratings versus pipe schedule, please visit anvilinti .com or contact your local Anvil Repsesenkitive. * Port supplied as 'B.ell Head Too". PROJECT INFORRUTION IAPPROVAL II:VLi/'iI Project: DApproved Address: [I Approved as noted Contractor (Jt4ot approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/bI-1.15 DUCTILE IRON THREADED FITTINGS FIG 3221R Reducing Coupling USThD APPROVED For Usthts1upp.tval 0es ord Lirrstian. viz5owwobfte at eserunsrtsr or oratact orAasWes Ratassafeatate. FIGURE 3221R REDUCING COUPLt Nominal Size Maximum Wo&lno pressureA Dimension A Approx. M. Each lx 'A 500 1.69 0.39 3450 1 47.92 1 500 1.69 0.53 3427 41.92 0.114 wdng press" Ratings e For reference wily and based on 5d. 40 pipe. For the Palest UIJ'JLC, and FM pressure ratings versus pipe schedule, please visit anvihntl cant or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65.45-12 Finish: Black Threads: NPT per ASME B1.20, 1 Agency Approvals: All ductile iron threaded fittings are UL/LJLC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile stren?th than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings shotd be tightened opproAmately three turns beyond hand tight, but no more than four turns. 1$!I*ItI(I1ffi!1LI[I1t APPROVAL STWAP Project: DApproved Address: []Approved as noted Contractor 0 Not approved Engineer. Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1.15 MechanicalT® 0 STYLE 920 CROSS PATENTED 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 90° 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. STYLES 920 AND 920N 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. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect - Para__________ Location Date Approved www.victaulic.com - - vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 vicTAuLic COMPANY. ALL RIGHTS RESERVED. ,ctaul,c REV_K 1102.1 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 ½'150< 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 IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections, 2 ½(a) u 00 1.50 2.00 2.53 1.61 5.35 I 2.75 3.1 >< 50 15 450 38.1 51 64 - 41 136 [ 70 1.5 - 920N00 920N[3450 1.50 1.97 2.53 1.61 5.35 I 2.75 3.1 3/4 (a) 20 450 38.1 50 64 - 41 iJ 70 1.5 - 92ON00 1.85 2.53 1.61 5.35 I 3.0 1(a) U 1.50 2.75 25 381 47 64 41 136 1 70 1.4 - 1 '4(a) fu 920N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 1½ (a) tU 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 . 41 136 83 1.7 1.5 21/2 x ½ (a) §a 920N 500 1.50 2.21 2.74 91.82 5.64 2.75 3.0 65 15 3450 38.1 56 70 - 46 143 70 1.4 I - IK (a) § a 920N 500 1.50 2.18 2.74 1.82 5.64 2.75 3.0 20 3450 38.1 55 70 - 46 143 70 1.4 - 920N 500 1.50 2.06 2.74 1.82 2.75 2.9 1(a) §U 5.64 25 3450 38.1 1 52 70 - 46 143 70 1.4 11/4 t )a( U 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 f 3.2 32 3450 44.5 58 76 83 46 160 76 1.7 1.5 1 ½ t (a) U 2 N 9 0 500 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 46 159 83 1.7 1.6 761 ½ (a) 920N 300 1.50 2.22 2.75 2.25 6.46 3.18 3.9 >< 15 2065 38.1 56 70 - 57 164 81 1.8 - ~ (a) 2.75 3.9 2 N 9 0 300 1.50 2.19 2.25 6.46 3.18 20 2065 38.1 56 70 - 57 164 81 1.8 - 1 )a( 920N 300 1.50 2.07 2.75 - 2.25 6.46 3.18 3.8 - 25 2065 -53 70 57 164 81 1j - 1½ (a) U 920N 500 1.75 2.30 3.00 - 3.31 1.92 6.29 3.00 3.5 3.2 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 1/2 (a( U 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 3 x 1/2 )a( U 920N 500 1.50 2.52 3.05 2,28 6,15 2.75 3.4 80 15 3450 38.1 64 78 - 58 156 70 1.6 - '/4 (a) 0 920N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 20 3450 38.1 63 78 - 58 156 70 1.6 - 1 920N 500 150 2.38 3.06 2.28 6.15 2.75 3.3 1(a) 25 3450 38.1 61 78 - 58 156 70 1.6 - 1 '4(a) fn 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 32 (b( 3450 44.5 65 83 1 90 58 156 76 1.8 1.8 1 ½ (a) YU 920N 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 90 58 156 83 1.9 1.8 2 (a) U 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4,6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 31/2 2 x 920 N 500 2.50 3.00 3.75 2.44 6,72 3.88 3.8 90 50 3450 63.5 76 - 95 62 171 99 - 1,8 TABLE CONTINUED ON PG. 3 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. 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 2112" 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 .J(tauIic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 vICTAuLIc COMPANY. ALL RIGHTS RESERVED. 11.02_2 1 REVK 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 HDPE pipe Sizes from 2 x 1/2 /50 x 15mm 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 Style Size No. Max. Work Illii,n. 111111111111110. . ML GEL a ME 4 TABLE CONTINUED FROM PAGE 2 ½ (a) a 500 1.50 I 303 356 I 2.69 701 2.75 I 3.7 I 100 15 3450 38.1 77 90 - 68 178 70 1 1.8 N (a) u 920N 500 1.50 3.00 3.56 2.69 7.01 I 2.75 3. 1 20 3450 38.1 76 90 - 68 178 70 1.8 1(a) Q 25 920N 500 3450 1.50 38.1 2.88 73 3.56 90 - 2.69 68 7.01 78j j I 2.75 3.6 1.8 - 4.00 2.69 1¼ (a) to 920N 500 1.75 3.08 3.78 7.01 j 3.00 f 4.0 3.6 32(b) 3450 44.5 78 96 102 68 178 76 1.9 L1.8 2.00 3.28 4.00 4.00 2.69 7.01 3.25 1 ½ (a) to 920N 500 4.2 3.9 40(b) 3450 50.8 83 102 102 68 178 j 83 2.0 1.9 2 (a) to 920N 500 2.50 3.25 4.00 4.00 2.69 7,01 I 3.88 5.0 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 j2.1 2.75 4.00 i02 2.69 68 2½ (a)t 65 - -3450 920 500 2.88 73 4.00 102 7,34 186 4.63 118 2.3 5.8 2.6 1 5.0 761 mm - 4.00 920 500 2.75 2.88 2.69 7,34 ( 4.63 6.4 3 (a)t 3450 69.9 73 3.31 4.50 102 4.12 68 2.69 186 7.73 I 118 ] 5.12 - 8.4 ' 2.9 6,4 500 3.50 80 920 3450 88.9 84 114 105 68 196 j 130 3.8 2.9 1080 X 1¼ (a)a 920N 500 1,75 3.08 3.78 2.63 7.64 3.05 5.0 32 3450 44.5 78 96 - 67 194 78 2.3 - 1 1/2 (a)a 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 40 3450 50.8 83 102 - 67 194 83 j_ 2.3 - 500 2.50 3.25 4.00 2.63 7.64 I 4.00 T 4,0 2 (a) 920N - - 50 3450 500 63.5 83 102 4.00 - 4.00 67 2.63 194 102 1.9 8.0 - L 78 2.75 2.88 764 4.29 ' 761 m m 920 3450 69.9 73 102 102 67 194 109 3.6 35 500 3.50 3.31 4.50 7.63 3 (a) 920 4.50 2.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 5 x 11/2 (a) t 920 500 2.00 4.03 4.75 4.75 3.16 9,70 3.69 7.4 7.6 125 40 3450 50.8 102 121 121 80 246 94 3.4 3.4 2 (a) t 920 500 2.50 4,00 4.75 4.75 3.16 9,70 4.38 8.2 8.0 50 3450 63.5 102 121 121 80 246 111 3.7_j3.6 2½ (alt 920 8.3 1 7.9 500 2.75 3.63 4,75 4.75 3,16 9.70 4.63 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 920 500 2.75 3.75 4.75 3,16 9.70 4.63 8.0 mm 76.1 a 3450 69.9 95 - 121 80 246 118 - 3.6 3 (a) t 920 500 3.50 3.81 5.00 4,63 3.16 9.70 5,31 8,4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 j4.0 2 .0 920N 500 2.50 3.75 4.50 3.17 8.00 3.88 8.0 x 50 3450 63.5 95 114 - 81 203 99 3.6 - 920 500 3.50 3.81 5.00 * 3.00 9.46 ---t------ 5.31 8.0 80 3450 88.9 97 127 - 76 240 135 3.6 - TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: aa 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. www.victauliC.com - VICTAULIC IS REGISTERED TRADEMARK OF vICTAULIC COMPANY. 02010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. •ctaulic REV_K II.02_3 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS GROOVED OUTLET 1.9 maw IWO 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 1/2150 x 15mm 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. size No.' liLailL P,essure@ Dimensions "eight Each TABLE CONTINUED FROM PAGE 3 11/2 t 139. x 40 920N 500 3450 2.00 50.8 3.78 96 4.50 114 - 3.30 84 8.23 209 3.25 83 7.0 3.2 - - 2 t 50 920N 500 3450 2.50 63.5 3.75 95 4.50 114 - 513 3.30 84 3.79 8.23 209 9.15 3.88 99 3.25 9.0 4.1 5.1 - 4.8 6 1 ¼ (a) 920N 500 1.75 4.43 513 150 32(b) 3450 44.5 112 130 130 96 232 _ 83 2.3 2.2 920N 500 2.00 4.40 5.13 3.79 1 '/2 (a) 5.13 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a) to 20N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 500 63.5 2.75 111 4.15 130 130 5.21 96 3.69 232 10.51 99 4.63 2.7 1 2.5 8.4 761 mm - 920 -- - 3450 69.9 94 118 5.31 135 9.9 4.5 1 8.4 3.8 3 (a) t 80 920 500 3450 3.50 88.9 4.31 110 5.50 140 5.13 130 3.69 94 10.51 267 4 (a) to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 - 94 267 159 4.6 4.6 0 x 1½ (a) 40 920N 500 3450 2.00 50.8 4.41 112 5.13 130 3.63 92 9.40 239 3.25 83 7.8 3.5 - 2(a) 920¼ 500 2.50 4.38 5.13 3.63 9.40 3.88 8.0 50 3450 63.5 111 130 - 92 239 99 3.6 - 761 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 3450 69.9 111 140 130 92 239 118 4.3 4.3 920 500 3.50 4.31 5.50 3.63 9.40 5.31 8.1 14.0 5.13 80 3450 88.9 110 140 130 92 239 135 3.7 6.4 920 500 3450 4.50 114.3 4.45 113 - 5.38 137 3.63 92 9.40 239 6.12 155 - 10.0 4.5 1080mm 920 500 4.50 3.81 5.75 3.63 9.40 6.25 18.0 100 3450 114.3 96.80 146 - 92 239 159 8.2 - 1 TABLE CONTINUED ON PG. 5 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. 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 -PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com vicTAuLic Is A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_4 \4taulic REV_K CARBON STEEL PIPE HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS IM jj4OR ON, 10, 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 HDPE pipe Sizes from 2 x ½750 x 15 mm through 8 x 4/200 x 100 mm Size ____ Style Ma Work No. ~Pre%ure@ •JIIIOlOII.IO. 1 - _ Appr x. Weight Each TABLE CONTINUED FROM PAGE 4 165.1 X 1 25 920N 500 3450 150 381 I 388 99 I 456 116 - 379 96 934 237 2.75 70 80 36 - 1 A a 32 920N 500 3450 1.75 445 4.43 113 5.13 0 F 3.79 96 934 237 j I 3.25 j 8 .8 4 1 3 11/2 (a) to 40 920N 500 3450 2.00 508 441 112 5.13 130 5.13 130 379 96 84 8 54 2.4 934 L 237 I 3.25 83 2 (a) t 50 920N 500 3450 2.50 63.5 438 111 513 130 5.13 130 379 96 934 237 3.88 99 85 3.9 6.0 { 2.7 2.75 69.9 4.01 110 5.13 130 5.21 132 3.63 10.51 92 267 I 4.63 118 8.6 7.6 761 mm 920 500 3450 920 500 3,50 4.31 5.50 3(a) tø 513 3. 10,51 5.31 10.2 8.4 80 3450 889 .2 140 130 92 267 3.8 135 4.6 4(a) to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 100 92 3450 500 114.3 2.75 97 5.44 146 6.19 137 6.25 92 267 4.81 12.42 159 4.50 4,8 11.6 3.8 I 11.6 8 2(a) t >< 200 50 3450 69.9 138 157 139 122 316 5.3 5.3 2½ (a)t t j, 920 500 2.75 5,07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 500 69.9 2.75 129 5.25 157 157 6.25 122 1 316 4.81 12.42 114 4.56 5.3 5.3 76.1 mm 920 3450 69.9 133 - 159 122 j 316 116 - 11.6 5.3 3(a) to 3.50 920 500 5.31 6.50 6.50 4.81 I 12.42 5.31 12.6 I 11.6 80 3450 88.9 135 165 165 122 316 135 5.7 5.3 4(a) to 920 500 4.50 6.75 "1 4.81 12.42 15.3 I 12.5 4.81 6.25 100 3450 114.3 122 171 162 122 316 159 6.9 1 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. 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 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. IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com \J$taUIic vIcTAuLIc IS REGISTERED TRADEMARK OF vlc'rAuuc COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K 11.025 FLOW DATA Exaggerated for clarity CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical—I® Bolted Branch Outlets STYLES 920 AND 920N Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical-T® 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. Cv and Ky Values Values for flow of water at +60°F/-i-16°C are shown in the table below. Formulas for C,K. Values: ff3 = Q2 Where: isP = Where: c2 Q = Flow (GPM) - 0 = Flow (m3/h) AP = Pressure Drop (psi) v = Pressure Drop (bar) 0 = C x JAW C = Flow Coefficient 0 = K x JAF K = Flow Coefficient OUTLET.aa L—po—JILMMM-11 Equivalent Length ot Outlet Size Schedule 40 Carbon Steel Pipe i.111P]) 11 OEM 11 ½ 15 0,840 21.3 - 2 11 9.4 3/ 1.050 16 20 26.7 - - 1 1.315 21 - 8 25 33.7 - 18 14 1.660 50 48 32 42.7 1.900 5½ 6 42.9 41.1 53 11/2 11 11 53 40 98.3 45.4 45.4 2 2.375 112 104 50 60.3 9 10½ 96 89.1 2½ 2.875 119 150 65 73.0 20 12½ 102 128.5 76.1 mm 3.000 • 161 76.1 16 - 138.1 - 3 3.500 ' 249 237 80 88.9 14 15 1/2 J 213.4 203.1 4.500 421 401 100 114.3 20 22 360.8 1 343.6 Hazen-Williams coefficient of friction is 120. Pipe with a wall thickness of 0.165in 14.2mm. www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2010 ViCTAULiC COMPANY. ALL RIGHTS RESERVED. 11.02_6 REV_K 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. Approval Agency nTIw Outlet Size ffra ______ (rn8m m1s ..- 21/2 - 6 2.875 - 6.625 All 10,40 400 400 400 290 232 362 65- iSO 73.0- 168.3 j 2755 2755 2755 1999 1599 2496 21/2 -4 2.875 - 4.500 All OF 300 300 300 290 232 I 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2 -4 2.875 - 4.500 All SF 300 300 300 290 I 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 1683 2065 2065 - 1724 1799 j 1599f2496 6 6.625 3040 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 - - - 145 - 200 219.1 2755 1000 8 8.625 34 10 300 250 145 200 219.1 2065 - 1724 - 1000 8 8.625 3' 30,40 300 - 300 - 145 - 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DE 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 The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4 - 8/100 - 200 MM CARBON STEEL PIPE 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/3450kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 4/100mm, 5/125mm, 6'7150 mm 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. www.victaulic.com vIcTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 vICTAULIC COMPANY. ALL RIGHTS RESERVED. x0A_Ct8_Uh1Cr REV_K 11.02_7 Mechanical-I® Bolted Branch Outlets 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 K UPDATED 4/2010 ict8uliC VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1102_K 4.3.4 Kwik Bolt TZ Expansion Anchor U 4.34.1 kwlk Bait TZ Product Description 4.3.4.1 Product Description 4.3.4.2 Material Specifications 4.3.4.3 Technical Data 4.3.4.4 Installation instructions 4.3.4.5 Ordering Information 4.3.4.6 Sample Calculations Impact Section (Dog Point) Nut - Washer— Red Setting - Mark - Anchor_ Thread Anchor Body Stainla Steel Expansi Sleevi (Wedge Expansion Cone Listinas/Anorovals IOC-ES (International Code Council) ESR-1917 FM Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems W8' - 3/4") UL (Underwriters Laboratories) Pipe Hanger Equipment for Fire Protection Services (3/8" - Pit <FV>,jV ANIM Butiding Code Compliance IBC 2006 iRc'ooe - UBCV 1997 The Kwlk 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 with zinc electroplated coating and 304 stainless steel versions. The anchor diameters range from 3/8 to 3/4 inch in a variety of lengths. Applicable base materials lncludà normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide Specifications Torque controlled expansion anchors shall be Kwlk Bolt 12 (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 In the installed condition. 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 AlSl 316. Stainless steel anchor body, nut and washer conform to AISI 304. Stainless steel expansion sleeve conforms to AlSl 316. 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. 316 Stainless Steel wedges pro- vide 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 318-05 Section Dl. Installation Drill hole in base material to the appropriate depth using a HIM carbide Upped drill bit. Drive the anchor Into the hole using ahammet A minimum of four threads must be below the fastening surface prior to applying installation torque. Tighten the nut to the recommended installation torque. Supplemental Design Provisions for ACI 318-05 Appendix D Design strengths are determined In accordance with ACI 318-05 Appendix D and ICC Evaluation Service ESR-1 917 HIM Kwik Bolt 12 Carbon and Stainless Steel Anchors In Concrete. The relevant design parameters are reiterated in Tables 1, 2, and 3 of this document. Supplemental provisions required for the design of the KB-TZ are enumerated in Section 4.0 of ESR-1917 (DESIGN AND INSTALLA11ON). Note that these design parameters are supplemental to the design provisions of ACI 318-05. 318 HIS, Inc. (US) 14800-879-8000 wwu,iilftLcom I an aspefiol 1-800-879-5000 I Hilti (Canada) Corp. 1-800463-4458 I www.hlltLca I Product Technical Guide 2008 Kwlk Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material Specifications Carbon steel with electroplated zinc ' Carbon steel KB-TZ anchors have the following minimum bolt fracture loads' Anchor Dlameter(kL) Shear (lb) Tension (lii) 3/8 NA 8744 1/2 7419 11240 5/8 11485 17535 3/4 17535 25853 Carbon steel anchor components plated In accordance with ASTM B633 to a minimum thickness of 5pm. Nuts conform to the requirements of ASTM A563, Grade A, Hex. Washers meet the requirements of ASTM F844. Expansion sleeves (wedges) are manufactured from ftJSl 318 stainless steel. Stafaless steel i Stainless steel KB-TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads' Anchor Diamster(m.) Shear fib) Tension (I,) 39 5058 6519 1/2 8543 12364 5/8 13938 19109 3/4 22481 24729 Nuts meet the dimensional requirements of ASTM F594. Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. Expansion Sleeve (wedges) are made from AiSI 316. All nuts and washers are made from AlSI 304 stainless steel. 1 Bolt fracture loads are determined by testing In hg as part ot product QC. These loads are not Intended for design purposes. See Tables 2 and 3. HIK Inc. (-IS) 14800-87948000 wwwusiilltcam I on espioi 1-800-879-5000 1 HIS (Canade) Cop 1-800-383-4458 I www.NltLca 1 Product Technical GuIde 2008 317 4.3.4 Kwlk Bolt TZ Expansion Anchor 4.3.4.3 Technical Data Table 1— Kwik Bolt Ti Specification Table SEllING Willa_ _____________ Nominal anchor dlameler (n.) 3/8 112 518 314 INFORMATION Anchor 6.0. do In. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19,1) Nominal bit Uhn In. 1 3/8 1/2 5/8 3/4 diameter Effectve rim. hot in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment (mm) (51) (51) (63) (79) (102) (95) (121) Min. hole doptli h in. 2-518 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 (mm) (67) (67) (102) (95) (121) (117) (148) Mm. thickness of tMin In. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 fixture' (mm) (19) 1 (6) (9) 1 (19) (3) (41) Majc.thldneesof tMax in. 2-1/4 4 1 2-3/4 5-5/8 4-3/4 1 4-5/8 3-5/8 fixture (mn (57) (101) (70) (143) (121) (117) (93) insWonturque T ft-lb 25 40 60 110 (Nm) (34) (54) (61) (149) Min. dia.of hole dh In. 7/16 9/16 11116 13/16 in fixture (mm) (11.1) (14.3) (17.5) (205) - Available anchor ncii In. 3 I -3/4 I I I 5 3-3/414-1/2 I 5-1/21 7 4-3/41 5-1/2 I 8 j 10 lengths (mm) (76) I () 1(127) (95) I (114) (140) 78) (121) (152) (140) (203) I (254) Threaded length In, Itñad 7/8 1 2-7(6 1-5/812-3/8 3-3(614-718 1-1/2 2- 6 I ±5-1146-3/4 1-1/2 I 6 dog poInt IIndudIng (mm) (22) (41) I (73) (41) L (60) (86) 1(178) (38) (70) (38) I (102) (152) Unthreaded length twft In. 21/8 2-118 3-1/4 4 (m) 1 (54) 1 (54) (83) (103) Installation hr in. 2-1/4 2-3/8 3-5/8 3-518 I I 4-1/2 4-3/8 I embedment (mm) (114) (111) 1 The mWmLm thboess of the ftstened prt Is based an use of to anchor at minimurn embedment and Is conlrolled by the length of thread. If a thinner fastanIng thickness Is required, Increase the anchor embedment to cut Figure 1 Kwlk Bolt Ti Installed eanch 318 lam, Inc.(US) 1-800-879-8000 I www.t.tRLcom I an aspaflol 1-800-879-5000 IF HIltI (Canada) Corp. 1-800-383-44581 www.hfltLea I PMdUrtTS0hn1MIGUIda2ODB Kwik Bolt TZ Expansion Anchor 4.3.4 Table 2- Carbon Steel Kwlk Bolt TZ Strength Design Information I DESIGN Symbol Unite Nominal anchor diameter INFORMATION 318 1/2 5/8 3/4 Anchor O.D. d ° In. 0.375 0.5 0.625 0.75 J!L (6.5) 02.7L (15.9) (19.1) Effective mm. In. 2 2 3-1/4 317 4 entcdeient1 (rren) (51) (51) (83) (79) (102) (95) (121) Mn. niernberthlolwess h 415 I 4' I 5 6 U 5 618 I U -r- -r (mm) (102) I (127) (102) I (152) (152) (203) (127) (152) I (203) (152) (203) (203) crift op down in. :4-3/8 4 5-1/2 4-1/2 7W W 8-3/4 I 6-3/4 W T T c'C (mm) 11) 1 (102) (140) (114) (191) (152) (165) (222) I (171) (254) (203) (226) E 2-112 2-3/4 T3/F 78 3-1/4 Mm. edge dIstance (mm) (64) (70) (60) (92) (83) (121) - (105) wi . in. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 1718 (mm) (127) (146) (145) (155) (149) (267) (225) smin T 21t2 2-3/4 2-3/8 3-1/2 3 5 Mm. anchor spacing (mm) (64) (70) (60) (89) (76) (127) (102) 3-5/8 4-1/8 3-1)2 W 4-1/4 9-1/2 14 (mm) (92) (105) (89) (121) (109) (241) (197) Mn. We depth ° 2-518 2-518 4 iYi 3/4 4-518 W Incaicrete (mm) (67) (67) (102) (98) (121) (117) (145) Mm. specified fy 100000 84c00 84800 84300 4e1d strength 04/mm2) (690) (585) (585) OR Mm. specified 1b1fl2 125000 106000 106000 106000 utLsbngIh OWmm2) (852) (731) (731) (731) Effective tensile W0.052 0.101 0162 0.237 stress area (n1m2) 33.5) (65.9) Jq4.6)_- (152.9) Steel StrI1Qth N lb 6500 10705 17170 25120 In tension 0(N) (28.9) (47.6) (78.4) (111.6) Steel strength Vag lb 3595 6405 10555 15930 In shear W (160) (28.5) (47.9) (70.9) Steel strength In - lb 2255 6405 10555 14245 shear. selsn* 0(N) (10.0) (28.5) (47.9) (63.4) Steel strength In shear, VUeck lb 2130 3000 4.945 4600 I 6040 NP Concrete an meal deek2 0(4 (6.5) 03. (22) (205) I (26.9) Pullout strength N lb 2515 NA 5.515 NA I 9,145 5,280 10,650 uncracked concrete3 J (11.2) (24.5) I (40.7) _J46.5) I (47.5) Pullout strength lb 2270 NA 4,915 NA NA cracked concretes 0(N) (10,1) (21.9) Pullout strength concrete N lb 1460 1480 2620 2000 I 4645 NP onmetaldeck4 0(N) (6.5) (6.5) (11.7) (8.9) I (20.7) Anthorcategayb 1 Effectiveness factor kwa unawd concrete 24 Effectiveness factor ka cracked concretes 17 1.41 Strength reduction lector +for tension, steel failure modesS 0.75 Strength reduction factor to for shear, steel failure modes8 0.65 Strength reduction factor 0 for tension, concrete 0.65 __________________________________________________________ faihire modes, CondItion 59 ill Strength reduction factor 4 for shear; concrete feje modes 0.70 1 See Fig. 1. 2 NP (not pem,Itte denotes that the condition is not supported. 3 NA (not applicable) denotes that this value does not control for design. 4 NP (not permitted) denotes that the condition Is not supported. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. 5 See ACI 318D.4.4. 6 See ACI 318 D.5.2.2. See ACI 318 D.5.2.6. The KB-TZls a ductile steel element es defined byACl 318 D.1. For use with the load combinations of ACI 318 9.2. Condition B applies where supplementary reinforcement In conformance with ACI 318 10.4.4 Is not provided, or where pullout or piyout strength governs. For cases where the presence of supplementary rein- forcement can be veilfied, the strength reduction factors associated with Condition A may be used. HIIb, Inc. (US) 1-800.8794HO I www.vJilltLcein Ion eapaftol 1-800-879-5000 I"HW(CanacW Corp 14800-383-4458 1 www.htftLca I Product Technical Guide 2008 319 rK 4.3.4 Kwik Bolt TZ Expansion Anchor Table 3-Stainless Steel Kwlk Bolt TZ Strength Design Information DESIGN Symboll Units Nominal anchor diameter INFORMATION 3/8 1/2 Wa 3/4 Anchot0.D. d0 i 0.375 0.5 0.625 0.75 (12.7) (15.9) (19.1) fective min. hol In. 2 2 3-1/4 3-1/8 4 3-3/4 I 4-4 -embedmenti (mm) (51) (51) (82) (79) (103) (95) I (121) Min. member thickness In.T 5 416 5 618 6! 8 (mm) (102) I (153) (152) (153) in. QL (153) I (203) critical edge stmice 4-3f8 3-718 5-1/2 I 4-1/2 7-1/2 6 E(t1554 7 8-7/8 I 6 10 I 7 9 ii (98) (l4 I (114) (191) (178) (225) I (152) (254) I (178) (229) Cj.mij E 2-1 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 T Mm. edge distance .J!]L () (54) _1_ (6) 009)_ _iL for s In. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 (mm) (127) (146) (133) 040) (140) (254) (216) 8 ii 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 Min. ardiorspacing (57) (73) (51) _ (50) (127) (103) In. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 (89) (114) (83) J (109) (241) (178) Mm. hole depth In. 275/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 In concrete ho (57) (87) (11)2) J)_ (121) (117) ()_ Min. specified fy NO 92000 92000 92000 78125 Yieldstrength (534) (534) (534) (525) Mlii. epeelfied lb/ma 115000 115000 115000 101500 uttstisngth fu (N/roon2) (79 2) (793) (793) (700) Btective tensile 1n2 0.052 0.101 0.162 0.237 stress area j (33.9) (55.0) (104.9) (152.8) Steel strength N.(kffl lb 5980 11615 18630 24055 intension (26.9) (51.7) (82.9) (107.0) - Steel strength lb 4870 6880 11835 20050 Insilear J (21.7) (30.9) (52.7) (89.2) Steel strength in tension, N lb NA 2,735 I NA NA NA WSW (12.3) I Steel strength in shear. 11 lb 2825 6880 11835 14815 SeISMIC2 (12.9) (30.9) (52.8) (95.0) Pullout strength N lb 2630 NA 5760 NA I NA 12040 uncraded concrete2 - JL (11.7) (25.9) 1 (53.9) Pullautsttengthcmcked Alp.,. lb 2340 3180 NA NA I 5840 8110 I I NA oDnMW2 J5j (10.4) (14.1) I (280) (38.1) I Anthorcatagoiy3 Effectiveness factor kjrff uncreded concrete 24 Eftectiveness factor kcraciodconcmte 17 I 24 I 17 I 17 I 17 I 24 I 17 =k1,./k0 5 1.41 I 1.00 f 1.41 I 1.41 I 1.41 I 1.00 I 1.41 Strength reduction factor 4) for tension, steel failure modes6 0.75 Stiengthmon factor 4) for shear steel failure modes 6 0.85 Strength reduction factor 4) for tension, conaste failure modes, Condition B? 0.85 Strength reduction factor 4) for stiea concrete failure modes 0.70 I See Fig. 1. 2 NA (not applicable) denotes that this value does not control for design. 3 Same ACI 318D.4.4. 4 See ACI 318 D.5.2.2. 5 See ACI 318 D.5.2.6. 6 The KB-TZ isa ductile steel elemèntas defined byACI 3180.1. 7 For use with the load combinations of ACI 3189.2. Condition B applies where supplementary reinforcement In conformance with ACI 318 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 320 Huh, Inc. (US) 1-800-879-8000 i www.uLhlltLcom I an espatlot 14800-879-5000 I Hilt! (Canada) Corp. 1400-3634458 11 wwwhlJtl.ca I Product TscMceJ GuIde 2008 Lower Flute (Ridge) u Max. laotfset Typical Minimum No. 20 Gauge Steel Deck Mn. 5/8U Typical Kwlk Bolt TZ Expansion Anchor 4.3.4 Figure 2— Interpolation of Minimum Edge Distance and Anchor Spacing Sdadgn Cde8tg Ca, mfn at s> - Sdeslg mIn at C? edge distance c Table 4—Mean Axial Stiffness Values (1000 lb/In.) for Kwlk Bolt TZ Carbon and Stainless Steel Anchors In Normal-Weight Concrete' Concrete condition carbon steel KB-TZ, all diameters stainless steel KB-TZ, 611 diameters uncracked concrete 700 120 cracked concrete 500 90 1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. Figure 3— Installation in Concrete over Metal Deck Floor Hid, Inc. (US) 1-800-879-8000 I www.uLhlltl.com 'an eap&Lol 1-800-879-6000 I Hilti (Canada) Corp. 14I00363-4458 1 www.hiltLce I Product Technical Guide 2008 321 I 4.3.4 kwik Bolt TZ Expansion Anchor Allowable Stress Design Design values for use with allowable stress design (working stress design) shell he established as follows: .d where Rf = 4> R, represents the limiting design strength In tension (4, N0 ) or shear (4, V) as calculated according to ACt 318 0.4.11 and 0.4.1.2 Table 5—The value of a shall be taken as follows: Reference for strength reduction factors a Including seismic excluding seismic AP 318 D.4.4 1.1 1.4 ACt 318 D.4.5 1.2 1.55 Table 6- Kwlk Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Uncrecked Concrete, Condition B (lb)1,2M Nominal Anchor Diameter Embedment Depth her Qn.) _____________ Concrete CompressIve Strength2 __________ f'ç= 2500 p51 f10 3000 psI f 4000 psi t' 619) Carbon Steel Ssleae Steel Carbon St..l Stainless Steel Carbon Steel StaInless Steel Carbon Steel staintess Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 1/2 2 1676 1576 1726 1726 1993 1993 2441 2441 3-1/4 2561 2674 2805 2930 3239 3383 3967 4143 518 3-1/8 3078 3078 3372 3372 3893 3893 4768 4768 4 4246 4457 4851 4883 LL371 5638 6578 6905 314 3-314 3844 4046 4211 4432 4863 1 5118 5956 6268 4-3/4 4959 5590 5432 61241 6272 1 7071 7682 8660 1 Values are for single anchors with no edge dittance or spacing reduction. For other cases, calculation of Rd as perAa 318-05 and conversion toASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand-llglitwelglit concrete, multiply values by 0.85. For all-lightweight coivaste, multiply values by 0.75. See ACt 318-05 D.3.4. 3 Condition B applies where supplementary reinforcement In conformance with ACt 318-05 D.4A Is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension bads for 2,500 psi are calculatacl by mutliplying the concrete breakout strength Nb by the strimp reduction $ factor of 0.65 and dMft by an a of 1.4 according to ICC ESH-1917 Section 4.2. N0 it calculated as perACi 318-05 0.52.2. This load may be adjusted for other concrete strengths acdlngto ICC E&9-1917 Section 4.1.3 by using the following equation. IrT W 'c V 2500 Table 7. Kwlk Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal-Weight Cracked Concrete, Condition B (!b)1.2.3.4 Nominal Anchor Diameter Embedment Depth h, (in.) Concrete Comesive Strength2 f'as 25O0p& _f low 0UO pal 1 c 4000 psi f'= 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Steel n Stainless Steel (jj 1054 1088 1155 1190 1333 Stainless13 535 1374 . 1883 2 1116 1476 1223 1617 1412 1888 2287 .2282 2312 2500 2533 2886 2925 3582 3-118 2180 2180 2388 2388 2758 2758 3377 4 3157 1 2711 3458 2970 1 3994 3430 4891 4201 3/4 3-3/4 2866 3765 3139 4125 3625 4763 4440 5833 4-3/4 4085 4085 4475 4475 1 5168 1 5188 1 6329 1 6329 1 Values are for single anchors with no edge distance or spacing reduction, For other cases, calculation of Rd95 per AOl 318-05 and conversion tOASO In accordance with Table 5. 2 Values are far normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0:75. See ACt 318-05 0.3,4. 3 Condition B applies where supplementary reinforcement In conformance with ACt 318-05 0.4.4 it not provided, or where pullout or prcut strength Comm. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by miuttlpl4ng the pullout strength N1, by the strength reduction $ factor of 0.65 and dividing by an a of 1.4 according to ICC ESR-1917 Section 4.2. See Table 2 for N. This load may be adjusted for other concrete strengths according to ICC ESR-1917 Section 4.1.3 by using the following equation. Npn.cri N'c = pn,or 322 HIM. inc. (US) 1400-8794000 1 www.u.jilltLconi I on espaliol i-800-879-5000 I (Cmnad) Corp. 1-800-383-44581 www.hM.= Product Tectvt cal Guide 2008 Kwik Bolt TZ Expansion Anchor 4.3.4 Table 8- Kwlk Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (Ib)1.2 Nominal Anchor Diameter Allowable Steel Ci achy, Static Shear Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 314 1 7396 9309 1 Values are for dnglo anctars wIth wedge distance or spacing reduction due to concrete failure. 2 ANmwM state shear loads are calculated by multiplying Vbythe strength reduction 4i factor of 0.65 and dMdlng by an a of 1.4 according to ICC ESR-1917 Section 4.2. See Table 2 for V. Table 9- Kwlk Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal-Weight Cracked Concrete Condition B (!b)1,2A4 Nominal Anchor Diameter Embedment Depth t%j (In.) Concrete Connp'veelv. Strength2 P= 2500 pal f'Got 3000 psI f= 4000 psI f',= 0000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steal Carbon Steel Stainless Steel Carbon Steel I Stainless Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 1/2 2 1065 1212 1167 1328 1348 1533 1651 1878 3-114 2178 2207 2386 2418 2755 2792 3375 3419 818 3-1/8 2081 2081 2280 2280 2632 2632 3224 3224 4 3014 2588 3301 2835 3812 3274 4669 4010 3-3/4 2736 3594 2997 3937 3460 4548 4238 5588 3900 3900 72 4272 4933 W42 6042 1 Values,arefor single anchors with no edge distance or spacing reduction. For other maca, calculation of Hd as per ACI 318-05 and conversion toASD In accordance with Table 5. 2 Values are for normal weight concrete. For sand-lightweight concrete, multiply values by 0.85. For all-lightweight concrete, multiply values by 0.75. See A 318-05 0.3.4. 3 Condition B applies where supplementary reinforsement in conformance with AOl 318-05 0.4.4 (snot provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition may be used. 4 Allowable selsirác tension loads for 2,500 psI are calculated by multiplying the pullout strengiti P4, by the strength reduction factor of 0.66, then mulIlpl1ng by ,a 0.75 factor descrlbelnACl3lg-050.3.3.3, and dividing bymiaofl.1 accctsIitolCCESR1917 Section 4Z See Table 2 for N This load may beactustad for other concrete strengths according to ICC ESR-1917 SectIon 4.1.3 by using the following equation. N( N V 2500 Table 10- Kwlk Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASO), Steel (lb)12 Nominal Anchor Diameter Allowable Steel Canacity, Seismic Shear Carbon Steel Stainless Steel 318 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values are for single anshors with noedgedistance or spacing reduction due to concrete falure. 2 Allowable seismic shear bads are calculated by multiplying Vbythe strengthmduction4r factor ofo.65, then multiply byo.75asperA0I318- 050.3.3.3, and dMdlngbyan aol 1.1 according tolCCESR-1917Section 42. See Table 2 for V, Hilti. Inc. (US) 1-800-873-8000 I wwwus.hlltLcom I on espaltol 1-800-879.6000 1 Hull (Canad Corp. 1-800-363-4458 I www.hlftliuea I Pm" Technlcel OLede 2008 323 4.3.4 Kwlk Bolt 12 Expansion Anchor Table 11- Kwlk Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), Installed into the Underside of a Lightweight Concrete over Metal Deck 8labl.Z3 Nominal Anchor Diameter Embedment Depth h. (in.) ibnalon Seismic (lb)4 1bnIor non-Seismic (lb)5 Shear Seismic (lb)4 Shear non-Seismic (lb)5 318 2 709 743 944 989 1/2 2 709 743 1330 1393 1/2 3-1/4 1272 1333 2192 2298 5/8 3-1/8 971 1017 2039 2138 5/8 4 .2255 2362 2677 - 2804 1 Pullout strength values se for anchors Installed in lightweight concrete having a minimum 2,500 psi compressive strength at the time of Installation. See Table 3 ER-191T. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted for 011w lightweIght concrete conressIve strengths according to ICC H-1917 Section 4.1.3 using the follewing eation: Ob. P v ~2520007 2 Minimum anchor spacing along the fiuteshafl bathe greater of3.0 hg, or1.5hmes the 11utewldthlnacoordanoawlth ICCESR-1917 Section 4.1.3. 3 Anchors In the lower Auto may be in.sWied with a mwdrnum 1-Inch offset in either direction. See Figure 5 in ESR-1917. 4 Allowable seismic tension and show leads are calculated by multiplying N 1 and V by the strength reduction $ factor of 065, the selmnla redulen + factor o 0.75 according teACl318 03.&3, and then divided byanaofl.1 accordirçto [CC WIN 7 Section 4.2. 5 Allowable non-salamis tension and sheer loads are calculated by muItipng Nand Vmdk by the strength reduction 0 factor of 0.65 and dMding by an a of 1.4 according to IOC ESR•1917 Section 4.2. Table 12— Xwlk Bolt U Length ldetflflcetIon System Length lDmeriting A B C I) E I F G I H I I I J K I L I M I N 0 P 1 0 R S I I I U V W on bolt head Length of From 11.6 2 21.4 3 314 4 414 5 51/2 6 81.4 17 7½ 1 8 81.6 9 91.4 10 11 12 13 14 15 anchor, Up to but €on.) not 2 21% 3 31.4 4 41.4 5 51.4 6 61.6 7 71,4 8 8½ 9 !L, 11 12 13 14 15 16 Including Figure 4— Bolt Head with Length identification Mark and Kwlk Bolt TZ Head Notch Embossment 324 HiltI. kic. (US) 1-800-879-8000 j www..NItLcoin I on eepaltol 1-800-879.6000 1 HIS (Canada) Corp. 1.800-363-4458 A wwwjilltl.da I PmductTethrc& Guide 2008 Kwlk Bolt TZ Expansion Anchor 4.3.4 4.3.4.4 Kwlk Bolt TZ Anchor Installation Instructions Into normal-weight and lightweight concrete 1. Hammer drill a hole to the same nominal 2. Clean hole. diameter as the Kwlk Boft 12. The hole depth must exceed the anchor embedment by at least 1/4 Inch. The fixture may be used as a drilling template to ensure proper anchor location. 3. Drive the Kwik Bolt 12 into the hole using 4. lighten the nut to the recommended a hammer. The anchor must be driven Installation torque. until at least 4 threads are below the surface of the fixture. Hilti, Inc, (US) 1-800-879-0000 I www.u5.hiNi.com I an pañ 1-800-079-5000 1 Hilti (Canad Corp. 1-800-363-4458 1 www.htltLca 1 PmductTniaaI Guide 2008 325 4.3.4 Kwlk Bolt TZ Expansion Anchor 4.3.4.5 Kwik Bolt TZ Anchor Ordering Information ItBmNo. Duwlplbn Len8th) Thread Length (tn.) Quwft 304581 KB-17318x3 3 7/8 50 304582 K8-123183-3/4 3-3/4 1-5/8 50 304583 KB-TZ 3164 5 2-7/8 50 304584 1(8-12 1/24-314 3-3/4 1.5/8 25 304585 KB-TZ 1/2x4-1/2 4-1/2 2-3'8 25 304586 1(B-TZ 1r.05-1/2 5-1/2 3-3/8 25 304587 1(8-12 1/20 7 4-7/8 25 304588 K8-1Z5/8x4-3/4 4-3/4 1-1/2 15 304569 KB-TZ SW 6 2-3/4 15 304590 KB-1Z5/8x8-1/2 8-1/2 5-1/4 15 304591 KB-TZ 5/Bx10 10 6-3/4 15 202880 KB-123/4x5-1/2 51/2 1-1/2 10 202881 KB-123/4x8 8 4 10 202882 KB-123/4x10 10 6 10 202883 KB-TZ S8304 318x3 3 7/8 50 202884 KB-12 SS304 318-3/4 3-3/4 1-5/8 50 202885 1(8-1288304 3/8 5 2-718 50 202888 K$-TZ S3304 1I2-314 3-3/4 1-5/8 25 202887 KB-TZSS3O4 1/2x4-1/2 4-1/2 2-3/8 25 202888 1(8-12 83304 1/2-1/2 5-1/2 3-3/8 25 202889 1(8-12 88304 1)2x7 7 4-7/5 25 202890 1(8-12 56304 504-3/4 4-3/4 1-1/2 15 202891 1(8-1288304 5/84 8 2-3/4 15 202892 KB-TZ SS3D4&8,-1/2 8-1/2 5-1/4 15 202893 KB-1258304&8x10 10 6-3/4 15 202894 KB-TZ SSSO43/4x5-1/2 5-1/2 1-1/2 10 202895 KB-17.SS304 NUB 8 4 10 202896 KB-TZ S8304 3/4x10 10 6 10 926 Huh, bc. (US) 1800-879-8000 I www.us.hiftLcom en eephoI 1400-879-6000 I Hith (Caxd Corp. 1-8W-M-4458"I wwwJttLc. I Pro&.ctTectv,Ical Guide 2008 Kwlk Bolt TZ Expansion Anchor 4.3.4 4.3.4.6 kwlk Bolt. TZ Anchor Sample Calculations Gwen: ) 1/2 In. KB-TZ anchors under static tension load as shown. = 3.25 In. Normal wt. concrete, f c = 3,000 psI No supplementary reinforcing. Assume uncracked concrete. Condition B perACl 318-05 D.4.4(c) Calculate the allowable tension load for This configuration. L5h6t Calculation per ACI 318-05 Appendix D and ICC ESR-1358. Code Ref. Reference Step 1. Calculate steel strength of anchor In tensIon: 4> N, = 4>fl N- 0.75 2 * 10,706=16,05911) D.5.1.2 Table 2 Step 2. Calculate concrete breakout strength of anchor In tension. See ESR-1917 for edge factor !PN. Ncbg -±& (1') (1) (1P) Nb ' M-1 917 4.1.2 Step 2a. Verily minimum member thlclqiess, spacing and edge distance: A 2.375,5.75 0.8 Table 2 hMjA = 6 In. Sin. .. Ok s>1 \ Ag. 2 &AW- 2.375-5.75 _ ü 3,5-2.375 - for orrm =4 in. Y1 Y2 m (x1 - x2) 2.375c0n1r01$ 3.5,2.375 s,=5.75-[2.375-4.c -(3.]=0.875<2.375 hi, <6in. .'.uk eels CMb Stop 2b. Check 1.5h = (1.5)(3.25)=4.88 In. >c 3.0h =(3)(3.2=9.75 In. >s D.5.2.1 Table Step 2c. Calculate Aft andAN, for the anchorage:A=9hei2 =(9)(3.25)> = 95.1 In' AN, =(1.5)(hef +c)(3) (her +s)=L(1.5)(3.25)+41E(3x3.25+6]=139.8 In' <2,4N .'.ok 052 . . .1 181)102 Step 2d. Calculate P: W= 0, We 1 D.5.2.4 Step 2e. Calculate Nb Nb = k (h0r)' = 17 V/ö(3.25)hi = 5,45611) D.5.2.2 Table 2 Step 2f. Calculate modification factor for edge dIstance: WedN = 0.7 + 0.3 (15) = 0.95 0.5.2.5 Table 2 Step 2g. = 1,4 (uncracked concrete) 0.5.2.6 Table 2 Step 2h. Calculate modification factor for splitting: = Con ;,, !!!et check: - =0.53: (1.53.25) =0.65=.0.53<0.65 ...!ef controls 0.5.2.7 table Step 21. Calculate N : Ncbg = (J) (1) (0.9 (1.4) ,456) (0.6 = 6,983 lb 0.5.2.1 Table 2 Step 3. Check pullout strength: See ESR-1 917 for austrnent for concrete strength 0532 Table 2 Npn,i'c9 = 2 [N.0n ,/7] = 2 [(5515) j 12,082 lb ES8-1917 V2500 Y2500 Step4.ContmIlngstrenth:4>N=).65)(6,983)=4,539lb<ONO .'. 4>NcontroIs 0.4.4(c) Table Step 5 Convert value toASD: Tpw = 4,539 = 3,242 lb - Table 5 Hilti, Inc. (US) 1-800-879-6000 I www.usJilltl.com I an aepanol 1-800-879-6000 1, HUll (Canada) Corp. 1-000-3634458 I wwhIItLca .1 ProductTWtnlcal GuIde 2008 327 PAYMENT TERME: Net 30 days from date of Invoice, Customer agrees to pay all costa incurred by HIS In collecting delinquent amounts, If any, including reasonable attorney's fees, FREIGHT. Sales are F.O.B. Destination Point with transportation allowed via Hilt designated mode. Additional charges may apply for expedited delivery, special handling requirements, and order under certain Omits, A fuel surcharge may apply depending on market conditions. GRWrP Al orders sold on credit are subject to Credit Department approval. RETURN POUC'V Product may be returned prepaid (unless otherwise, authrtzed)toHItl provided: It Is returned by the original purchaser it Is not dated product returned more than 30 days after the original delivery data It Is not discontinued, clearance or special order product lv) it Is unused, Is original packaging and In unbroken quantities. HIM will Inspect Product and, 9 the above requirements are satisfied, will credit to customer the original purchase price. A 15% realocldng fee may epp) WARRANTR Other than the manufacturer's published warranty, no warranties or conditions, express or Implied, written or oral, statutory or otherwise are implied. Any and all conditions and warranties lns)lled by law or by the Sale of Goods Act or any similar statutes of any Province are hereby expressly, waived. TITLE TO PRODUCT: Title to product remains with Hint until the total purchase price of product Is paid. PRICES: Customer agrees to pay HUll prices set out on Invoice. Custorriar agrees to pay taxes as Indicated on Invoice unless HIM receives acceptable exemption certificates, INDEMNIFiCATION: Customer agrees to use product at own risk and to Indemnify Him against all liabilities, including legal fees, to third parties arising out of the use or possession thereof. Hit shall In no event be liabl, far special, Incidental or consequential damages. CHANGES Him sales personnel are not authorized to modify these Terms and Conditions or modify Custornarts credit terms Terms are subject to change by HUll with reasonable notice to Customer. CASH SALESt Payment in full Is due prior to goods being released. QUOTATIONS: All terms and conditions apply once customer agrees to purchase product. Quotations on special promotion products sreonly valid until and of promotion period. IIL, rc,thI PAYMENT TERME: Net 30 days from date of Invoice, Customer agrees to pay all costa Incurred by Hilti In collecting any delinquent amounts, Including attorney's fees. FREIGHT: PJI sales arc F.O.B. Destination with transportation allowed via Huh designated mode. Delivery dates are éstfrnates ow Additional charges for expedited shipments, special handling requhements, and orders below certain dollar amounts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions. CREDfl' M orders sold on credit are subject to Credit Department Approval. RETURN POLICYt Products must be in saleable condition to quality for return. Saleable, condition is defined an unused items in original undamaged packaging and unbroken quantities and In es-new conditIon. All returns are subject to Hull inspection and acceptance, and a $126 restocldflg charge If returned more than 90 days after Invoice date. Proof of purchase Is required for all returned rneterlals. Special orders products and discontinued Items are not eitgt1e for return credit. Dated materials are only returnable In case quantity, and within 30 days after Invoice date. WARRANTY. Hit warrants that for a period of 12 months tram the date it sells a product It will, at Its sole option and discretion, refund the purchase price, repalc or replace such product If It contains a defect In material or workmanship. Absence of Hilti's receipt of notification of any such defect within this 12-month period abel constitute a waiver of all claims with retard to such product THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, E0RES8 OR IMPLIED, INCLUDING SLIT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. H9d shall in no event be liable for, and Customer hereby agrees to Indemnify HiltI against all claims related to special, direct, indirect, incidental, consequential, or any other damages arising out of or related to the sale, use, or Inability to use the product. ACCEPTANCE OF ORDER: Acceptance Is limited to the express tofrrer contalned herein, and terms are subject to change by HiIti without notice. Additional or different terms proposed by Customer are deemed material and are objected to and rejected. Out such rejection shell not opefate as a ejectIon of the offer unless It contains variances in the terms of the description, quantity, price or delivery schedule of the goods. Orders are not deemed "accepted' by Itilti unless and until It ships the associated items, DOMESTIC ORION Any non-domestic Hilti product will be so Identified on shipping documents and invoices for customers who property Identify themselves as a federal government entity. All other customers may obtain such information by written request to HUll, Inc., Contract Compliance, P0. Box 21148, Tulsa. Oldahoma 74121. Hiti's Quality Department personnel are the only Individuals authorized to warrant the country of origin of Hllti products. BUSINESS SIZE: HIM Is a large business. PRICES: Prices are those stated on the order, and unless otherwise noted are based on purchasing all items on the order— pricing for individual products may very for purchases of diflerent quantities or them combinations. Hit does not maintain most favored customer records, makea no representation with respect to same, and rejects any price warranty term proposed by Customer. HItle published net price tat Is subject to change without notice. CONSENT TO JURISDICTION. All transactions made pursuant hereto shall be deernad to have been made and entered Into In Thisa, Oldahorns. Any and all disputes arising directly or indirectly from such transactions shall be resolved In the courts of the County of ibLia, State of Oklahoma, to the exclusion of any other court, and any resulting judgment may be enforced by any court having jurisdiction of such an action. All transactions shall be governed by and construed in accordance with the laws of the State of Oldahoma. IPEMNIFICATIONu Customer hereby agrees to Indemnify Hint for any costs, including attorney's fees, Incurred by Hilti as a result, in whole or in part, of any violation by Customer of any Federal, State or Local statute or regulation, or of any nationally accepted standard, It shall be Customer's sole reaponaitlllty to comply with all applicable laws and regulations regarding the handllnguse, transportation, or disposal of products upon taldng poesession of same. AU'THOR2ATTON: HlLfl LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND CONOmONS, WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPLICA11ONS, OR EXECUTE CUSTOMER DOCUMENTS, AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL HUM, Inc. (US) 1-800-870-80001 www.ue,hllttoona I on espa/tol 1-800-870-50001 Hlitl (Canada) Corp. 1-800463.4458 I wwwoa.hlltLcom I Product ibchnical Guide 2008 A Fig. 200-1/2. 200-/4 Fig. 200-21/2 to 200-8 Fig. 200S All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 21 B-Line by 'Ej'[4 Pipe Hangers ®TOLCQ C&S USTED Fig. 200 - "Trimline" Adjustable Band Hanger (B-Line Fig. B317ONF) Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: 11/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. / (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before before installation. Adjusting nut is easily removed. / Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) 1/4" (20mm) thru 8" (200mm)). Fig.200-180200-2 Conforms to Federal Specifications WW-H-1 71 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. 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: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. HH Fig. 200C Fig. 200F Pipe Size Rod Size A B Approx. WilleD Part No. in. (mm) in. (mm) in. (mm) lbs. (kg) 200-'/2 1/2' (15) /8"-16 31/8" (79.4) 2/8" (66.7) 11 (5.0) 200-3/4 3/4" (20) /8"-16 31/8' (79.4) 21/2" (63.5) 11 (5.0) 1 200-1 1' (25) /8"-16 - 3/" - (85.7) 2/8" (66.7) 12 (5•) 200_11/4 11/4' (32) /8-16 33/4" (940) 2/8" (73.0) 13 (5.9) 200-11/2 11/2" (40) /8"-16 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200-2 2" (50) /8"-16 41I2" (114.3) a'(76.3) 15 (6.9) 200-21I2 21/2" (65) 3/8 -16 5/8" (142.9) 41/8" (104.7) 27 (12.3) 200-3 3" (75) 3/"-16 5/8" (149.1) 4" (101.6) 29 (13.3) 200-31/2 31/2" (90) /8"-16 7/8' (187.3) 51/4" (1333) 34 (15.6) 200-4 4" (100) /8"-16 73/' (187.3) - 5" (127.0) - 35 (16.0) 1 200-5 (125) 1/2"-13 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200-6 (150) 1/2"13 101/8" (257.2) 6/4" (171.4) 73 (33.4) 8" 12015) 1/2"_13 131/8" (333.4) 8/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 94 Fire Protection Solutions B-Line by ETefl Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) ØToLcO B32051 - Threaded Rod (right & left hand threads) Size Range: /8'-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 1399°Cl Finish: Plain or Electro-Ga Ivan ized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Standard Design Load Thread Size Thread Length TI 650°F (343°C) 150°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) B3205-3/s x L 3/8 -16 - 21/2" (63.5) 730 (3.25) 572 (2.54) B3205-1/2 x L '/2-13 21/2" (63.5) 1350 (6.00) 1057 (4.10) B3205-6/8 x I' 5/8%11 21/2 (635) 2160 (961) 1692 (752) B3205-3/4 x L /4"-10 3" (76.2) 3230 (14.37) 2530 (11.25) 83205-1/8 x 1 1/8 .9 31/2" (88.9) 4480 (19.93) 3508 (15.60) For larger sizes consult full line pipe hanger catalog ATR - All Threaded Rod (TOLCO Fig. 99 & Fig. 100) Size Range: Ie-16 thru 11/2"-6 rod in 10' (3.05m) lengths Material: Steel Maximum Temperature: 750°F 1399°Cl Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Note: Fig. 99 is cut to length all threaded rod. Fig. 100 is full length. Part No. Threads Recommended load Approx. Wt./100 R. & Size Per Inch Lbs. (kN) Lbs. 1kg) AIR 1/4" x l•' 20 240 (1.07) 12 (5.44) AIR /8" x '1' 16 730 (3.24) 29 (13.15) ATR 1/2" x '1' - 13 1350 16.001 53 (24.04) ATR SIt" x 1' 11 2160 (9.60) 89 (40.37) ATR 3/4" x'1' 10 3230 123 (55.79) ATR 7/8' x 1' 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 17 B-Line by f[efl Beam Clamps Fig. 69R - Retrofit Capable Beam Clamp Retaining Strap Size Range: I8'-16 & 1/2'13 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 the beveled locking slot of the Fig. 69R will provide a secure reliable installation. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Finish: Pre-Galvanized Order By: Figure number, length, and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any B-Line or TOLCO beam clamp. * Patent #5,947,424 Slot Width Length Part No. in. (mm) 6911-3/8-1. /16" (30.1) Specify 69R-1/2-L /16" (30.1) Specify ØToLCO Component of State of U California OSHPD Approved Seismic Restraints System USTED A-A All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 38 Fire Protection Solutions BlUiné by E.t'N Pipe Clamps Fig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** ®TOLICO Double Fastener Strap Side Mounted (B-Line B3183) .c 1. Size Range: 3/4° (20mm) thru 2° (50mm) CPVC pipe s uso Material: Pre-Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom - - - ofabeam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUl) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.912mm) steel using (2) 1/4° x 1° tek type screws. Meets and exceeds the requirements of - - NFPA 13, 13R and 13D. I, " Features: Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from ii any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the A C) product. It is recommended that rechargeable electric drills fitted with I a hex socket attachment be used as installation tools. No impact 1f I tools (such as a hammer) are allowed. Damage has been known to , o result from installations using impact type tools. No pre-drilling of a 's pilot hole in wood is required. B Finish: Pre-Galvanized )' B Order By: Figure number and pipe size A °° Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. 5* With reduced spacing, consult factory. CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt./100 Part No. in. ImmI in. (mm) in. (mm) in. (mm) Ft. (ml in. (mm) Lbs. 1kg) 24-/4 3/4" (20) 2/16' (58.7) 1/32" (27.8) 13/16" (30.2) 51/2 (1.67) /16" (7.9) 9 (4.1) 24-1 1' 1251 2/8' (66.7) 1/16" (33.3) 13/16" (30.2) 6 0.831 /16' (7.9) 9 (4.1) 24_1114 1174 (32) 3 _17621 11/2 13811 13/16 (302) 61/2 (198) 5/16 (79) 11 (50) 24_11/2 11/2" (40) 31/4' (82.5) 1/8' (42.3) 1/16' (30.2) 1 (2.13) /16° (7.9) 12 (5.4) 24-2 - 2 (50) 311/16" (93.7) 127/3 " (43.6) 1/16' (30.2) 8 (2.44) /16' (7.9) - 15 (6.8) Fig. 25 - Surge Restrainer Size Range: - One size fits 3/4 (20mm) thru 2° (40mm) pipe. 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, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: - Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUl). Finish: Pre-Galvanized Order By: Figure number and band hanger, size from 3/4° (20mm) thru 2 (40mm). Patent #5,344,108 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified Fire Protection Solutions 13 B-Line by EI.T4 Beam Clamps Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening ØOL.CO Fig. 65X1 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening (bottom of page) C @ 11i Size Range: usito Fig. 65 - 1/2 .13 rod sizes, and 5/8'-11 rod sizes Fig. 65XT - /8'-16 rod size (see below) Material: Steel with hardened cup point set screw and Jam nut Function: Recommended for hanging from steel beam where flange thickness does not exceed 3/4" 119.0mml. Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, /"-16 rod will support 1/2" (15mm) thru 4" (100mm) pipe 1/2'..13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Set Screw and Locknut Included Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65_1/2 1/2"_13 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) 65-5/8 /8"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) Part F Approx. Wt.I100 No. in. (mm) Lbs. (kg) 65-1I2 11/4" (31.7) 55 (24.9) 65-/t 11/4" (31.7) 55 (24.9) Fig. 65X1-3/8 - Beam Clamp Feature: Extruded holes allows for more thread engagement of threaded rod and set screw. Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) Finish: Plain or Electro-Galvanized Order By: Figure number and finish Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to 4" (100mm) pipe. Designed to meet or exceed requirements of FM DS 2-0. 3/4" (19.0) Set Screw and Locknut Included 13/B" (349) )) Threaded Accessories B655 - Steel Rod Coupling (TOLCO Fig. 70) ØTOLccD B656 - Steel Reducing Rod Coupling (TOLCO Fig. 7011) Size Range: 1/4'20 thru 1-8 rod Material: Steel Function: Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish: Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish For Rod Length Design Load Approx. Wt/IOO Part No. Size in. (mm) Lbs. (kN) Lbs. (kg) B655-1/4 1/4"20 /t" (22.2) 300 (1.33) 1.9 (0.86) - B655-3/a /e"-16 11/8" (28.6) 730 (3.25) 3.6 (1.63) It10I B655-1I2 1/2"_13 1/4" (44.4) 1350 (6.00) 11.3 (5.12) B655-5/s /8"-11 21/8" (54.0) 2160 (9.61) 17.6 (7.98) B655-3/4 3/4 10 21/4 (571) 3230 (1437) 281 (1274) B655-1/8 7/"_9 21/2" (63.5) 4480 (19.93) 57.2 (25.94) B655-1 1-8 2/4' (69.8) 5900 (26.24) 73.7 B655 L For Rod Length Design Load Approx. Wt./100 Part No. Size in. (mm) Lbs. NN) Lbs. (kg) B656-3/8 x 1/4 3/8"16&1/4"_20 . 1" (254) 300 (1.33) 3.7 (1.68) \ B656-1/2 x 3/8 1/2".J3&3/8"16 11/4" (31.7) 730 (3.25) 6.6 (2.99) Aff B656-5/8 x 1/2 /8 11 &1/2 13 11/4 (317) fo (600) 116 (526) B656-314 X /8 3/4"-10 & -11 11/2 (38.1) 2160 (9.61) 20.6 (9.34) :B6-I8I4 /8"-9&/4'-10 1/4" (44.4) 3230 (14.37) 39.4 (17.81) B656 B3220 - Malleable lromRod Coupling (TOLCO Fig. 71) Not Included Size Range: /8'-16 thru 1 -8 rod . Hanger Rod Material: Malleable Iron Function: Used for coupling two threaded rods together Overall of equal rod sizes, with inspection hole. Length Finish: Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish Overall Length Design Load Approx. Wt./100 Part No. For Rod Size in. (mm) Lbs. (kN) Lbs. (kg) B3220-1I4 1/4"_20 1/8" (34.9) 300 (1.33) 6 (2.7) B3220-318 x 1/4 /8"-16 to 1/4-20 15/8" (41.3) 300 (1.33) 11 (5.0) B3220-318 - /8"-16 15/8" (41.3) 730 (3.25) 10 (4.5) B3220-1/2 x 1/2 .13 to /8"-16 21/8" (54.0) 730 (3.25) 20 (9.1) B3220-1/2 - 1/2'13 21/8" (54.0) - !c (6.00) 20 (9.1) B3220-518 /8"-11 21/2" (63.5) 2160 (9.61) 32 (14.5) B3220-3/4 /4"-10 2/8" (66.7) 3230 (14.37) 42 (19.0) B3220-7/8 /8"-9 3/16" (55.6) 4480 (19.93) 91 (41.3) B3220-1 1-8 23/4" (69.8) 5900 (26.24) 100 (45.3) B-• All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Line by ET.N 100 Fire Protection Solutions Upper Attachments Fig. 18 - All Steel Ceiling Plate Size Range: /8'-16 rod Material: Pre-Galvanized Steel Function: Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Additionally, UL has listed the Fig. 78 with fasteners as shown in the table below. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size and finish Patent #5,702,077 UL Listed Fastener Table Pipe Size Qty Fastener Type Material 1/2" - 2' 2 #14x 11/4" A-point hex-washer-head sheet metal screw Wood 21/2" -4" 2 '/4'X 11/2" wood screws* Wood - 1/2' -2" 2 1/4" x 1" tek screws Metal (18 gauge) 1/2"-2" 2 #14 x 11/4" A-point hex-washer-head sheet metal screw - Wood 1/2" -2" 2 #14 x 2" A-point-hex-washer-head sheet metal screw Wood thru /8" gyp board * No pre-drilling Larger pipe sizes can be hung with reduced spacing. Part No. Pipe Size A B C Hole Dia. D Thread Size Approx. Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) E Lbs. (kg) 78-3/8 1/2'-2" (15-60) 3" (76.2) 21/8" (54.0) 11/8" (28.6) /tt" (7.9) /8"-16 15 (6.8) Fig. 51 - Side Beam Bracket for NFPA Rod & Fastener Sizing Size Range: /8'-16 thru 1/2'..13 rod, 1/2 (15mm) thru 8' pipe (200mm) Material: Steel Function: Recommended for attaching hanger rod to side of beams or walls. Designed to accommodate current rod schedule and fastener requirements per National Fire Protection Association (NFPA) Pamphlet 13. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish C LISTED Part No. Pipe Size Rod A B C Hole 1 Hole 2 Approx. Wt./100 in. (mm) Size in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) Lbs. (kg) 51-1/2-2 1/2"-2" (15-60) /8"-16 2" (50.8) 3/4" (19.0) 2" (50.8) v/it" (11.1) /i" (11.1) 35(15.9) 51-21I2-4 21/2" -4" (65-100) /8"-16 2" (50.8) 3/4" (19.0) 2" (50.8) /16" (14.3) /16" (11.1) 34 (15.4) 51-5-6 5"-6" (125-150) 1/2"13 21/2" (63.5) 3/4" (19.0) 21/2" (63.5) /16" (14.3) s/it" (14.3) 71 (32.2) 51-8 8" (200) 1/2 -13 21/2" (63.5) 3/4" (19.0) 21/2" (63.5) 11/16" (17.5) s/it" (14.3) 70 (31.7) At dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 83 by ET'