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3115 MELROSE DR; ; AS120155; Permit
12/27/24, 10:06 AM AS120155 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS120155 Job Address: 3115 MELROSE DR Permit Type: SPRINK Parcel No: 2218801300 Lot #: 0 Reference No.: PC #: Project Title: GOOD SOURCE T.I. Status: FINAL Applied 11/20/2012 Approved: Issued: Inspector: Applicant: A& D FIRE SPRINKLERS 11465 WOODSIDE AV SANTEE, CA 619-448-1962 Owner: REDUS CARLSBAD L L C 3563 PHILLIPS HWY #601E JACKSONVILLE FL Fees ($) Add'IF:es ($) Total Balance Balance ($) 268 0 268 0 about:blank 1/1 FIRE SPRINKLERS INC. GOODSOURCE 3115 MELROSE DRIVE CARLSBAD, CA 92008 FIRE SPRINKLER SUBMITTAL MANUFACTURER'S DATA SHEETS ** Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. Pendent F1/F2 Bulletin 014 Rev. I Reliable Model Fl FR Series Quick Response Standard Spray Model Fl FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Pendent/Fl/F2/FP Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Pendent Model F1FR42, F1FRXLH & F1FR28 Sprinkler Types Standard Upright Standard Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Pendent Listing & Approvals Underwriters Laboratories Inc. and Certified for Canada (cULus). Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS SchadenverhUtung GmbH UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Product Description Reliable Models F1 FR56, F1FR42, F1FRXLH & F1FR28 Series Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1FR56, F1FR42, F1FRXLH & F1FR28 Series Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR56, F1FR42, F1FRXLH & F1FR28 Series sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. - Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed PendentJF1/F2 Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/EP ~ qm i, XLH Upright XLH Pendent At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bub- ble. As heat is applied, the liquid * expands, forcing the bubble smaller and smaller as the liquid pressure XLH Recessed increases. Continued heating forces PendentFP the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflec- tor to distribute the discharging water. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Quick response sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard re- sponse sprinklers should not be intermixed. Pin tle (XLH Only) Deflector Load Screw Washer Bulb Frame Cup 014FC06 Model F1FR42, F1FRXLH Upright Technical data: Thread Max. Mm. Temperature Models Discharge Coefficient Response Size Working Working Rating Finish Pressure Pressure F1FR56 K5.6 Quick 1/2' NPT See See Fl FR42 F1FRXLH K 4.2 Response (R1/2) 175 PSI 7 PSI "Temperature "Finish Table" Ratings" Table. F1FR28 K2.8 Material Data: Frame Deflector Load Screw Pintle Cup Washer Bulb CDA Alloy 260, CDA Alloy 360 CDA Alloy 360 CDA Alloy 651 Nickel Alloy 440 or Alloy 360 DZR Brass CDA Alloy 220 or or or coated with RIFE Adhesive Glass CM Brass or CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape CDA_AIloy510 2. Model Fl FR56, Upright, Pendent & Conventional Sprinklers Model F1FR42, F1FRXLH & F1FR28 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Thread I Nominal K Factor Sprinkler Approval Sprinkler Identification Number (SIN) Orifice Size US I Metric Height Organization Upright I Pendent Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position 1/2 (15mm) (1) 1/2" NPT (R1/2) 5.6 80 2.25" (57mm) 123,4 I RA1414(1)(2)(3) 7/16' (10mm) 1/2' NPT (R1/2) 4.2 60 2.25 (57mm) 1 RA14231 RA1413 3/8" (10mm) 1/2" NPT (191/2) 2.8 40 2.25" (57mm) 1 RA14211 RA1411 Conventional-Install in Upright or Pendent Position 15mm (1) J 1/2" NPT (R1/2) 5.6 1 80 j 57mm 1 3,4 RA1475 3 (1) cULus listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Polyester coated LPCB & VdS approved sprinkler RA1425, RA1414 & RA1475. Upright Pendent Conventional Model Fl FR56, Fl FR42, Fl FRXLH & Fl FR28 Quick Response Recessed Pendent Sprinkler(') Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2" (15mm) 1/2" NPT(R½) 5.6 80 2.25" (57mm) RA1414 7/16" (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) RA1413 3/8" (10mm) 1/2" NPT (R-1/2) 2.8 40 2.25" (57mm) RA1411 (1) Refer to escutcheon data table for approvals & dimensions "N\ r ___________ DS 2 """1 '0k L J_I I or 00004CM RECESS - 3/879.5RR1 Al = Ar womjuu RECESS - .3/839.5R,o) f 1 A1Al 1/. Al MODEL F) FR5S. Fl FR42, F1FRXLH & Fl FR28 Fl OR 12 TCPRrNKCER Nor PM APPROVED IPSO El 050urcoCoN Model F1FR56, F1FRXLH & F1FR28 Fl or F2 I 0 /2 REDUCER 2 5/1 OVA. (60.VR,o,J HOLE IN CEILING I\ ft CUP LMJ AF WXIUUM RECESS 91?6-[14.J-j 3 fr OVA. (R26,00] MODEL F(FR56, F1FR42, F1FRXLH, F1FR28 FP o,o,00,o 'SPRINKLER Nor FM APPROVED WITH F? ESCUTCHEON Model F1FR56, F1FRXLH & F1FR28 FP 3. Vertical Sidewall Horizontal Sidewall Model Fl FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Nominal K Factor Sprinkler Approval Sprinkler US I Metric Orifice Thread Size Height Organizations Identification Numbers (SIN) 1/2" (15mm) 1/2" NPT (R1/2) 5.6 8.0 2.25 (57mm) 12,3,4 RA 1485(2) 15mm ½" NFl (R112) 5.6 8.0 2.25" (57mm) 40 (I) LPC Approval is for pendent position only. (2) cULus Listed corrosion resistant (Polyester coated) sprinkler. Sprinkler Type Deflector to Ceiling Distance (Min. - Max.) Upright 4" (102mm) - 12" (305mm) Pendent 4" (102mm) - 12" (305mm) Model Fl FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal K Factor Sprinkler Approval Organizations Sprinkler _________________ Height and Type of Approval Nominal Orifice Thread Size Identification US Metric Light Hazard Ordinary Numbers (SIN) Hazard ½" (15mm) ½" NFl (R1/2) 5.6 80 2.63" (67mm) 1,2 1 RA143511121 cULus Listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. I I ' 5/16'OIA 4-12" [IOI.6mm-304.8mm] 2 27/32 ON. CEILING TO [72.2mm] DEFLECTOR TURN TIGHT AGAINST COLLAR UNTIL SPRINKLER WRENCH BOSS. El ESCUTCHEON 3/4779mm] ADJUSTMENT F2 ESCUTCHEON 1/2772.7mm1 ADJUSTMENT RECESSED HSW w/F1 OR F2 ESCUTCHEON (I) FM APPROVED FOR 4" - 5" [101.6MM - 152.4MM] CEILING TO DEFLECTOR. Note: For Recessed HSW Sprinklers use installation wrench GFR2 ru FACE OF FITTING TO FACE OF CEILING DIMENSION Fl EsCurCHEON AT MAXIMUM RECESS 1725.41—] AT MINIMUM RECESS = .5/s '[9,5mm./ F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4'[I91m] AT MINIMUM RECESS = 3/8 [9.5mm] -2 1/4" HOLE 0/A. [57.2mm] I" X 7/2" REDUCER - F? ESCUTCHEON AT MAXIMUM RECESS = -3/8134.9mm] AT MINIMUM RECESS = 2- 7/16152.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8141.3mm] I/S' j AT MINIMUM RECESS = 2- l/16'[52.4mm] i3.2mm] Model Fl FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) US Metric Sprinkler Cover ½" (15mm) 5.6 80 ½" NPT F1FR 135°F/57°O 135°F/57°C 100°F/38°C Orange 1 RA1414 ½" (15mm) 5.6 80 1/2" NPT F1FR 155°F/68°C 135°F/57°C 100°F/38°C Red 1,40) RA 1414 ½" (15mm) 5.6 80 112" NPT F1FR 175°F/79°C 165°F/74°C 100°F/38°C Yellow 1 RA 1414 ½" (15mm) 1 5.6 1 80 1 ½" NPT I F1FR I 200°F/93°C I 165°F/74°C I 150°F/65°C I Green 1 RA 1414 (1) For VdS only = 155°F/68°C Norbuib and 1/2" [127mm] adjustment. 1" 1/2" REDUCING TEE OR ELBOW tIT OIA 2 5116" 0/A— HOLE IN CEILING CUP 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING CEILING —I' '5-c: DIMENSION 112 " MAX COVER ADJUSTMENT 15/16" COVER PLATE ASSEMBLY 3 5/16 0/A SPRINKLER CONCEALED. 1 /2" ADJUSTMENT Figure 1 Installation Aid A protective cap is included for use during installation, Important: The F1FR56 Sprinkler with Model CCP cover plate is not an FM Approved combination, Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed, The Model F1 FR56, F1FR42, F1 FRXLH & F1 FR28 Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutcheons illustrated are the only recessed escutcheons to be used with the Model Fl FR56, Fl FR42, Fl FRXLH & Fl FR28 Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model Fl FR56, Fl FR42, Fl FRXLH & Fl FR28 Sprinklers, use the Model D Sprinkler Wrench. Use the Mod- el GFR2 Wrench for installing F1FR56, F1FR42, F1FRXLH & Fl FR28 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight ½" NPT (191/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. *DuPont Registered Trade Mark 5. 1" x 1/2" REDUCING TEE OR ELBOW r'-- 2 5/8" 0/A. 2 5/16" 0/A - -1 HOLE IN CEILING 1 1/2' MAX. FACE OF FITTING TO FACE OF CEILING Tt DIMENSION CEILING -- - 5/16" MAX. II 3/4" COVER ADJUSTMENT COVER - COVER PLATE— / ASSEMBLY 3 5/16 DIA . SPRINKLER / CONCEALED. 5/16" ADJUSTMENT oo Figure 2 The Model Fl FR56/ CCP Concealed Sprinkler uses the ½" ori- fice, ½" NPT (R 1/2),135'F (57°C), 155°F (68°C), 175°F (79°C) or 200°F (93°C) Model Fl FR56 Pendent Sprinkler with a threaded Model CCP cup which is factory attached to the sprinkler. The assembly is completed by the installation of the attractive, low profile, 135°F (57°C) or 165°F (74°C) rated Model CCP push on cover plate assembly. The cover plate and sprinkler cup as- semblies are joined, using a cover plate skirt with flexible tabs for threaded engagement. A choice of two cover plate assemblies provide either ½" (13mm) or Iie" (8mm) of cover adjustment. Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 2/8" (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model RC1 Wrench. A Tef- lon* based thread sealant should be applied to the sprinkler threads only The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model El FR56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to dam- age. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. I OF Bulb Color °C Ordinary 57 135 100°F (38°C) Orange Ordinary 68 155 100°F (38°C) Red Intermediate 79 175 150°F(66°C) Yellow Intermediate 93 200 150°F (66°C) Green High (1) 141 286 1 225°F (107°C) Blue (1) Not available for recessed sprinklers. Escutcheon Data (1) (1) SIN RA1435 - cULus permits use with Fl, F2 or PP escutcheons for "light hazard' only, while FM limits use for same hazard with F2 escutcheon only Maintenance The Model Fl ERS6, Fl FR42, Fl FRXLH and Model Fl ER56, F1FR42, F1FRXLH & F1FR28 Recessed Sprinklers should be in- spected quarterly and the sprinkler system maintained in accor- dance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- ment of damaged or operated sprinklers. Prior to installation, sprin- klers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) Standard Finishes Sprinkler Escutcheon Cover pIatet1 Bronze Brass Chrome Plated Chrome Chrome Polyester Plated White Coated (4)(5)(6) White Painted Special Application Finishes Sprinkler Escutcheon Cover platet1 Bright Brass (3) Bright Brass Bright Brass Black Plated Black Plated Satin Black Paint (2)(6) Black Paint Off White Off White Off White Black Paint Satin Chrome Satin Chrome Black Plated (I) Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cULus Listed only. 200°F (93°C) maximum. cULus listed corrosion resistance" applies to SIN Numbers RA1435 (HSV, RA1485(VSW), RA1425 (Upright) and RA1414 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414 (Pendent) in standard black or white, LPCB and VdSApproved finish applies onlyto RA1425, RA1414 and RA1475. Ordering Information Specify: Sprinkler Model Sprinkler Type 3, Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Cover plate Model Cover plate Thread size Cover plate Temperature 12, Cover plate Adjustment 13. Cover plate Finish Note: When Model F1FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately.. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled Reliabl (800) 431-1588 Sales Offices Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG, Printed in U.S.A. 07/12 P/N 9999970300 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER I thru 4 inch pipe LISTED FOR STEEL/CPVC 1/2 & 3/4 inch pipe 5 thru 8 inch pipe SIZE - ROD- 3/8' or 1/2" SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - c®9S USTeD 203EX 2551 1" 8" <> Approval guide - 1"- 8" OSHPD OPA-060 1 See Website. CONFORMS WITH: Federal Specification WW-H-171E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring. ORDERING - Part #, pipe size. 11/09 NFPA 13 PIPE ROD I WI. 5 WT.+250 UL TEST LOAD 1 3/8 30.75 403.75 750 11/4 3/8 43.85 469.75 750 11/2 3/8 54.15 520.75 750 2 3/8 - - 76.95 634.75 750 21/2 3/8 118.35 841.75 850 3 3/8 182.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 1/2 349.45 1996.75 2000 6 1/2 476.35 2631.75 2650 8 1/2 711.00 3805.00 4050 - P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER Restraint SIZE-. One size fits 3/4 thru 2 inch AFCON#300 Ring Hanger. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - cus 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. Specific AFCOiVproducts are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or banger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - .4FC0N will NOT warrant against the failure of its products when used in combination with other products, ports or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to lass of business or profit, when non.AFCONproducts have been, or are used. 1/08 /Acn P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 650 ALL THREADED ROD 10'- O' LENGTHS ROD SIZE MAX. REC. LOAD LBS. FOR SERVICE TEMP. 650°F 750°F 1/4 240 215 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 1 4960 4420 11/4 8000 7140 11/2 11630 10370 NOTE; maximum Temperature: 750°F SIZE - 1/4 thru 1 1/2 inch rod in 10' - 0" lengths. MATERIAL - Carbon Steel. FINISH - Plain and E.G., ORDERING - Part #, rod diameter and finish. 12/10 ?5A. ~m Mechanical Anchoring Systerns - - - - . - KWIK Bolt TZ Expansion Anchor 3.3.4 3.3.4.1 KWIK Bolt TZ Product Description The KWIK Bolt TZ (KB-TZ) is a torque controlled expansion anchor which is especially suited to seismic and cracked concrete applications. This anchor line is available in carbon steel, type 304 and type 316 stainless steel versions. The anchor diameters range from 3/8- and 3/4-inch in a variety of lengths. Applicable base materials include normal-weight concrete, structural lightweight concrete, and lightweight concrete over metal deck. Guide Specifications Torque controlled expansion anchors shall be KWIK Bolt TZ (KB-TZ) supplied by Hilti meeting the description in Federal Specification A-A 1923A, type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor surrounded by four embossed notches identifying the anchor as a Hilt) 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 electro- plated zinc coating conforming to ASTM B633 to a minimum thick- ness of 5 pm. The stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut and washer conform to type 304. Stainless steel expansion sleeve conforms to type 316. Stainless steel anchor body, nut, washer, and expansion sleeve con- form to type 316 stainless steel. Product Features Product and length identification marks facilitate quality control after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. Type 316 Stainless Steel wedges provide superior performance in cracked concrete. Ridges on expansion wedges provide increased reliability. Mechanical expansion allows immediate load application. Raised impact section (dog point) prevents thread damage during installation. Bolt meets ductility requirements of ACI 318 Section Dl. Installation Drill hole in base material to the appropriate depth using a Hilti carbide tipped drill bit. Drive the anchor into the hole using a hammer. A minimum of four threads must be below the fastening surface prior to applying installation torque. Tighten the nut to the installation torque. 3.3.4.1 Product Description 3.3.4.2 Material Specifications 3.3.4.3 Technical Data 3.3.4.4 Installation Instructions 3.3.4.5 Ordering Information Impact Section (Dog Point) Nut— Washer— Red Mark - Anchor_ Thread Anchor Body Expansion Cone Listincls/AoDrovals ICC-ES (International Code Council) ESR-1917 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8' - 3/4') UL (Underwriters Laboratories) Pipe Hanger Equipment for Fire Protection Services (3/8' - 3/4') FM c®us APPROVED USTEO Independent Code Evaluation IBC®/ IRC®2009(AC 193/ACI 355.2) IBC®/ IRC® 2006 Supplemental Design Provisions for ACI 318 Appendix 0 Design strengths are determined in accordance with ACI 318 Appendix D and ICC Evaluation Service ESR-1 917 Hilti KWIK Bolt TZ 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 INSTALLATION). Note that these design parameters are supplemental to the design provisions of ACI 318. Stainless Steel Expansion Sleeve (Wedges) Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) corp. 1-800-363-4458 1 www.hiltica I Anchor Fastening Technical Guide 2011 267 _________________________ W - •,. 3.3.4 kWIK Bolt TZ Expansion Anchor 3.3.4.2 Material Properties Carbon steel with electroplated zinc Carbon steel KB-TZ anchors have the following minimum bolt fracture loads' Anchor Diameter (in.) Shear (lb) Tension (lb) 3/8 NA 6,744 1/2 7,419 11,240 5/8 11,465 17,535 3/4 1 17,535 1 25,853 Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5pm. Nuts conform to the requirements of ASTM A 563, Grade A, Hex. Washers meet the requirements of ASTM F 844. Expansion sleeves (wedges) are manufactured from type 316 stainless steel. Stainless steel Stainless steel KB-TZ anchors are made of type 304 or 316 material and have the following minimum bolt fracture loads Anchor Diameter (in.) Shear (lb) Tension (lb) 3/8 5,058 6,519 1/2 8,543 12,364 5/8 13,938 19,109 3/4 1 22,481 24,729 All nuts and washers are made from type 304 or type 316 stainless steel respectively. Nuts meet the dimensional requirements of ASTM F 594. Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. Expansion Sleeve (wedges) are made from type 316 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3. 268 Hilti, Inc. (us) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 IOL I Mechanical Anchoring Systerns KWIK Bolt TZ Expansion Anchor 3.3.4 3.3.4.3 Technical Data Table 1 - KWIK Bolt TZ Specification Table Setting Nominal anchor diameter (in.) _____________________ Information Symbol Units 3/8 1/2 5/8 3/4 in. 0.375 0.5 0.625 0.75 AnchorO.D. d0 (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit diameter d bit in. 3/8 1/2 5/8 3/4 - Effective minimum in. 2 2 3-1/4 3-1/8 4 33/4 43/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 Mm. hole depth h0 (mm) (67) (67) (102) (95) (121) (117) (146) in. 1/4 3/4 1/4 3/8 3/4 1/8 1-5/8 Mm. thickness of fixture' t (mm) (6) (19) (6) (9) (19) (3) (41) in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3-5/8 Max. thickness of fixture (mm) (57) (101) (70) (143) (121) (117) (92) ft-lb 25 40 60 110 Installation torque T Inst (Nm) (34) (54) (81) (149) Minimum diameter in. 7/16 9/16 11/16 13/16 of hole (mm) (11.1) (14.3) (17.5) (20.6) in. 3 3-3/4 5 33/4l41/2l51/2i 7 4-3/41 6 18-1/21 10 5-1/21 8 10 Available anchor lengths fmch (mm) (76) I (95) (127) (95) (114) 1(140) 1(178) (121) 1(152) (216) 1(254) (140) (203) (254) Threaded length in. 7/8 1-5/812-7/8 1-5/8I2 -3/8I3-3/84-7/8 1-1/212-3/415-1/416-3/4 1-1/21 4 I 6 including dog point thwd (mm) (22) (41) (73) (41) J (60) I (86) (178) (38) J (70) 1(133) 1(171) (38) k102 (152) in. 2-1/8 2-1/8 3-1/4 4 Unthreaded length lunthr (mm) (54) (54) (83) (102) in. 2-1/4 2-3/8 I 3-5/8 3-5/8 I 4-1/2 4-3/8 5-3/8 Installation embedment h 0 (mm) (57) I (60) I (92) I (92) I (114) I (111) 1(137) 1 The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit. Figure 1 - KWIK Bolt TZ Installed Hilti, Inc. (US) 1-800.879-8000 I www.us.hilti.com I en español 1 -800-879-5000 1 Hilti (Canada) Corp. 1.800-363.4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 269 Mechanical Anchoring Systerns t 3.3.4 KWIK Bolt TZ Expansion Anchor Table 2 - Carbon Steel KWIK Bolt TZ Strength Design Information Setting Nominal anchor diameter Information Symbol Units _____________ 3/8 1/2 5/8 3/4 - in. 0.375 0.5 0.625 0.75 Anchor O.D. d0 (mm) (9.5) (12.7) (15.9) Effective minimum hei in. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment' (mm) (51) (51) (83) (79) (102) (95) (121) in. 415 416 618 5 6 1 8 6 1 8 8 Mm. member thickness h,10 (mm) (102) I (127) (102) (152) (152) (203) (127) (152) (203) (1 2) (203) (203) in. 4-3/8 I 4 5-1/2 J 4-1/2 7-1/2 6 6-1/2 8-3/4 6-3/4 10 8 9 Critical edge distance cm (mm) (111) I I (102) (140) I I (114) (191) I I (152) (165) (222) I (171) (254) I (203) (229) in. 2-1/2 2-3/4 2-3/8 3-5/8 3-1/4 4-3/4 4-1/8 Capin (mm) 1 (64) (70) 1 (60) (92) (83) (121) (105) Mm. edge distance in. 5 5-3/4 5-3/4 6-1/8 5-7/8 10-1/2 8-7/8 for a (mm) (127) (146) (146) (156) (149) (267) (225) in. 2-1/2 2-3/4 2-3/8 3-1/2 3 5 4 Smin (mm) (64) (70) (60) (89) (76) (127) (102) Mm. anchor spacing in. 3-5/8 4-1/8 3-1/2 4-3/4 4-1/4 9-1/2 7-3/4 for c (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth in in. 2-5/8 2-5/8 4 3-7/8 4-3/4 4-5/8 53/4 concrete h0 (mm) (67) (67) (102) (98) (121) (117) (146) Mm. specified yield '' lb/in' 100,000 84,800 84,800 84,800 strength (N/mm2) (690) (585) (585) (585) lb/in' 115,000 106,000 106,000 106,000 Min. specified ult. strength I (N/mm2) (793) (731) (731) (731) Effective tensile in.' 0.052 0.101 0.162 0.237 stress area (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength lb 6,500 10,705 17,170 25,120 in tension (kN) (28.9) (47.6) (76.4) (111.8) Steel strength v lb 3,595 5,495 8,090 13,675 in shear (kN) (24.4) (36.0) (60.8) Steel strength in V0q lb 2,255 5,495 7,600 11,745 shear, seismic (kN) (10.0) (24.4) (33.8) (52.2) Steel strength in shear, lb 2,13010 3,000 4,945 4,60010 I 6,04010 I NP concrete on metal deck' Vdmk (kN) (9.5) (13.3) (22) (20.5) (26.9) Pullout strength N lb 2515 NA 5,515 NA 9,145 8,280 10,680 uncracked concrete' p,uCr (kN) (11.2) (24.5) i (40.7) (36.8) i (47.5) Pullout strength Nper lb 2270 NA 4,915 NA NA cracked concrete' (kN) (10.1) (21.9) Pullout strength concrete Np4m6cr lb 1,460 1,460 2,620 2,000 I 4,645 I NP on metal deck4 (kN) (6.5) (6.5) (11.7) (8.9) (20.7) Anchor category5 Effectiveness factor uncracked 24 concrete Effectiveness factor km cracked concrete6 17 1.41 Coefficient for pryout strength, km 1.0 I 2.0 Strength reduction factor 0 for tension, steel 0.75 failure modes' Strength reduction factor 1 for shear, steel 0.65 failure modes' Strength reduction factor cD for tension, con- 0.65 crete failure modes, Condition B9 Strength reduction factor for shear, 0.70 concrete failure modes See Fig. 1. NP (not permitted) denotes that the condition is not supported. NA (not applicable) denotes that this value does not control for design. 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. See ACI 318 D.4.4. See ACI 318 D.5.2.2. 7 See ACI 318 0.5.2.6. 8 The KB-TZ is ductile steel element as defined by ACI 318 D.1. 9 For use with the load combinations of ACI 318 Chapter 9 Section 9.2. 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 sup- plementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 10 For seismic applications, multiply the value of Vmdeck for the 3/8-inch-diameter by 0.63 and the 5/8-inch-diameter by 0.94. . 2 -1L-Z1L2- 270 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espanol 1.800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 Mechanical Anchoring Systerns kWIK Bolt TZ Expansion Anchor 33.4 Table 3 - Stainless Steel KWIK Bolt TZ Strength Design Information Setting Nominal anchor diameter _________ Information Symbol Units _____________ 3/8 1/2 5/8 3/4 in. 0.375 0.5 0.625 0.75 Anchor O.D. d0 (mm) (9.5) (12.7) (15.9) (19.1) Effective minimum in. 2 2 3-1/4 3-1/8 4 3-3/4 I 4-3/4 I embedment' (mm) 1 (51) (51) (83) (79) (1 2) (95) (121) 415 416 618 5 618 61 8 Mm. member thickness inml~ . (mm) (102) I I (127) (102) I (152) (152) I I (203) (127) (152) I (203) (152) I (2O).......... in. 4-3/8 I 3-7/8 -1/2 I 4-1/2 7-1/2 I 6 7 8-7/8 6 10 Critical edge distance c0 (mm) (111) (98) :(140) I I (114) (191) I I (152) (178) (225) I I (152) (254) I I (178) (229) in. 2-1/2 2-7/8 2-1/8 3-1/4 2-3/8 4-1/4 4 c4fl4fl (mm) (64) (73) (54) (83) (60) (108) (102) Mm. edge distance in. 5 5-3/4 5-1/4 5-1/2 5-1/2 10 8-1/2 for s (mm) 1 (127) (146) (133) (140) (140) (254) (216) in. 2-1/4 2-7/8 2 2-3/4 2-3/8 5 4 S,flfl (mm) (57) (73) (51) (70) (60) (127) (102) Mm. anchor spacing in. 3-1/2 4-1/2 3-1/4 4-1/8 4-1/4 9-1/2 7 for c a (mm) (89) (114) 1 (83) (105) (108) (241) (178) Mm. hole depth in in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5-3/4 concrete h0 (mm) 1 (67) (67) 1 (102) (95) (121) (117) (146) Mm. specified yield lb/in2 92,000 92,000 92,000 76,125 strength (N/mm2) (634) (634) (634) (525) lb/iri2 115,000 115,000 115,000 101,500 Mm. specified ult. strength f (N/mm2) (793) (793) (793) (700) Effective tensile in2 0.052 0.101 0.162 0.237 stress area A0 (mm2) (33.6) (65.0) (104.6) (152.8) Steel strength N lb 5,980 11,615 18,630 24,055 in tension (kN) (26.6) (51.7) (82.9) (107.0) Steel strength V. lb 4,870 6,880 9,350 12,890 in shear (kN) (21.7) (30.6) (41.6) (57.3) Steel strength in N0,, lb NA 2,735 I NA NA NA tension, seismic2 (kN) (12.2) Steel strength in V5,, lb 2,825 6,880 11,835 14,615 shear, seismic2 (kN) (12.6) (30.6) (52.6) (65.0) Pullout strength lb 2,630 NA 5,760 NA NA I 12,040 uncracked concret& Npr (kN) (11.7) (25.6) (53.6) Pullout strength Nper lb 2,340 3,180 NA NA 5,840 8,110 NA cracked concrete (kN) (10.4) (14.1) (26.0) (36.1) Anchor category3 1 2 1 Effectiveness factor k405, uncracked 24 concrete Effectiveness factor /c cracked concrete 17 I 24 17 1 17 I 17 I 24 17 = k/1ç5 1.41 1.00 1.41 1 1.41 1 1.41 1.00 I 1.41 Coefficient for pryout strength, k 1.0 2.0 Strength reduction factor 0 for tension, steel 0.75 failure modes" Strength reduction factor 0 for shear, steel 0.65 0.55 0.65 failure modes6 Strength reduction factor 0 for tension, con- 0.65 crete failure modes, Condition B1 Strength reduction factor 0 for shear, 0.70 concrete failure modes 1 See Fig. 1. 2 NA (not applicable) denotes that this value does not control for design. 3 See ACI 318 D.4.4. 4 See ACI 318 D.5.2.2. 5 See ACI 318 D.5.2.6. 6 The KB-TZ is a ductile steel element as defined by ACI 318 0.1. 7 For use with the load combinations of ACI 318 Chapter 9 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 0.4.4 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. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 271 Mechanical Anchoring Systems 3.3.4 kWIK Bolt TZ Expansion Anchor Figure 2 - Interpolation of Minimum Edge Distance and Anchor Spacing Sdesign Cdesign Ca min at s Sdesign - I C design edge distance c Table 4 - Mean Axial Stiffness Values (1,000 lb/in.) for KWIK Bolt TZ Carbon and Stainless Steel Anchors in Normal-Weight Concrete' Concrete condition carbon steel KB-TZ, all diameters stainless steel KB-TZ, all 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 Min. 5/8 Typical ,+.. , . .. I . . .• Mm. 3000 psi Normal or Sand - ., Lightweight Concrete Upper Flute A y) Minimum No. 20 Gauge Mm. 4-1/2 Min. 4-1/2 Steel Deck \LLower Flute Max. 1 Offset Typical (Ridge) .................................................... 272 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hiiti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiiti.ca I Anchor Fastening Technical Guide 2011 Mechanical Anchoring Systems gg RN KWIK Bolt TZ Expansion AnChor 3.34 Allowable Stress Design Design values for use with allowable stress design (working stress design) shall be established as follows: RalIOWASO =ill where Rd = (P R represents the limiting design strength in tension ((P N) or shear (CD V) as calculated according to ACI 318 D.4.1.1 and D.4.1.2 Table 5 - KWlK Bolt TZ Carbon and Stainless Steel Allowable Nonseismic Tension (ASD), Normal-Weight Uncracked Concrete (lb)1'2'3'4'5'6 Diameter h (in.) of Concrete Compressive Strength f' = 2,500 psi I = 3,000 psi = 4,000 psi = 6,000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1,168 1,221 1,279 1,338 1,477 1,545 1,809 1,892 2 1,576 1,576 1,726 1,726 1,993 1,993 2,441 2,441 1/2 3-1/4 2,561 2,674 2,805 2,930 3,239 3,383 3,967 4,143 3-1/8 3,078 3,078 3,372 3,372 3,893 3,893 4,768 4,768 5/8 4 4,246 4,457 4,651 4,883 5,371 5,638 6,578 6,905 3-3/4 3,844 4,046 4,211 4,432 4,863 5,118 5,956 6,268 3/4 4-3/4 4,959 1 5,590 5,432 1 6,124 6,272 1 7,071 7,682 1 8,660 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Concrete determined to remain uncracked for the life of the anchorage. 3 Strength design load combinations from ACI 318 Section 9.2. ASD load combinations from ASCE 7-05, Section 2. 4 For strength design, the required strength = 1.6D + 1.2L. For ASD, the factored load = 1.OD + 1.OL. Conversion factor a is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 5 Assuming a 50% dead and 50% live contributions, a = (1.6 . 0.5 + 1.2 . 0.5)/(1.0 - 0.5 + 1.0 . 0.5) = 1.4 6 ASD = 0-n-W Np0= / a = 0.65 Npuncr / 1.4 Table 6 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Nonseismic Tension (ASD), Normal-Weight Cracked Concrete (lb)1'23'4'5 Diameter h (in.) Concrete Compressive Strength 1C = 2500 psi I = 3000 psi IC = 4000 psi IC = 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 1,054 1,086 1,155 1,190 1,333 1,374 1,633 1,683 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287 1/2 3-1/4 2,282 2,312 2,500 2,533 2,886 2,886 3,535 3,582 3-1/8 2,180 2,180 2,388 2,388 2,758 2,925 3,377 3,377 5/8 4 3,157 2,711 3,458 2,970 3,994 3,430 4,891 4,201 3-3/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833 3/4 4-3/4 1 4,085 4,085 4,475 4,475 5,168 5,168 6,329 6,329 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASD load combinations from ASCE 7-05, Section 2. 3 For strength design, the required strength = 1.6D + 1.2L. For ASD, the factored load = 1.OD + 1.13L. Conversion factor a is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 4 Assuming a 50% dead and 50% live contributions, a = (1.6 . 0.5 + 1.2 . 0.5)/(1.0 . 0.5 + 1.0 . 0.5) = 1.4 5 ASD = Coocrete NPC,/a = 0.65 NpCr /1•4 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1 -800-879-5000 I Hilti (Canada) corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 273 Mechanical Anchoring Systems I - F OL 3.3.4 KWIK Bolt TZ Expansion Anchor Table 7 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Nonseismic Shear (ASD), Steel (lb)" .2,3,4,5,6 Diameter (in.) Allowable Steel Capacity, Shear Carbon Steel Stainless Steel 3/8 1,925 2,530 1/2 2,945 3,685 5/8 4,335 5,290 3/4 1 7,325 1 8,415 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASD load combinations from ASCE 7-05, Section 2. 3 For strength design, the required strength = 1.6D + 1.2L. For ASD, the factored load = 1.OD + 1 .OL. Conversion factor cc is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 4 ASD = teeI . V / cc = 0.75 . V /1.4 Table 8 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal-Weight Cracked Concrete (lb)" 2,3,4,6 Diameter h (in.) Concrete Compressive Strength' ic = 2500 psi f' = 3000 psi f' = 4000 psi f' = 6000 psi Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel Carbon Steel Stainless Steel 3/8 2 774 882 937 966 1,082 1,115 1,225 1,366 2 906 1,198 992 1,312 1,146 1,515 1,297 1,856 1/2 3-1/4 1,852 1,876 2,028 2,055 2,342 2,373 2,651 2,907 3-1/8 1,769 1,769 1,938 1,938 2,238 2,238 2,533 2,741 5/8 4 2,562 2,200 2,806 2,410 3,240 2,783 3,668 3,408 3-3/4 2,325 3,055 2,547 3,347 2,941 3,865 3,330 4,733 3/4 4-3/4 3,315 1 3,315 3,632 3,632 4,193 4,193 4,747 5,136 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASD load combinations from ASCE 7-05, Section 2. 3 For strength design, the required strength = 1.2D + 1.OE. For ASD, the factored load = 1.OD + 0.7E. Conversion factor a is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 4 Assuming a 50% dead and 50% earthquake contributions, cx = (1.2 . 0.5 + 1.0 . 0.5) / (1.0 . 0.5 + 0.7 0.5) = 1.294 5 ASD = concrete Np,n ,/ a = 0.65 . 0.75 . N5 / 1.294 Table 9 - KWIK Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (lb)' 2,3.4,5 Diameter (in.) Allowable Steel Capacity, Shear Carbon Steel Stainless Steel 3/8 1,565 1,915 1/2 2,390 2,590 5/8 1 3,515 4,005 3/4 1 5,945 6,375 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2, ASD toad combinations from ASCE 7-05, Section 2. 3 For strength design, the required strength = 1.21D + 1.0E. For ASD, the factored load = 1.OD + 0.7E. Conversion factor a is calculated by dividing the ACI 318 required strength by the ASCE 7 factored toad. 4 Assuming a 50% dead and 50% earthquake contributions, a = (1.2 . 0.5 + 1.0 . 0.5)/(1.0 . 0.5 + 0.7. 0.5) = 1.294 5 Seismic ASD = stecI seIsnc Veq / cc = 0.75 . 0.75 . Veq / 1.294 .- -, -, - 274 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1 -800-363-4458 1 www.hiltica I Anchor Fastening Technical Guide 2011 7TL1:Mechanical Anchoring Systerns KWIK Bolt TZ Expansion Anchor 3.3.4 Table 10 - KWIK Bolt TZ Allowable Tension and Shear Loads (ASD), Installed into the Underside of Lightweight Concrete over Metal Deck Slab1'2 Nominal Anchor Diameter Embedment Depth hej (in.) Tension Nonseismic345 (lb) Tension Seismic7'89 (lb) Shear Nonseismic346 (lb) Shear Seismic7''° (lb) 3/8 2 680 50 1,140 930 1/2 2 680 550 1,607 1,310 1/2 31/4 1,215 990 2,650 2,155 5/8 31/8 929 755 2,465 2,005 5/8 4 2,157 1,755 3,235 2,635 1 Single anchors with no edge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASD load combinations from ASCE 7-05, Section 2. 3 For strength design, the required strength = 1.60 + 1.2L. For ASD, the factored load = 1.OD + 1.OL. Conversion factor a is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 4 Assuming a 50% dead and 50% live contributions, a = (1.6 . 0.5 + 1.2 . 0.5)/(1.0 . 0.5 + 1.0. 0.5) = 1.4 5 ASD = concrote NpdeCkCr /a = 0.65 . Npdeckcr / 1.4 6 ASD = stI VSd,,k /a = 0.75 . VSdk / 1.4 7 For strength design, the required strength = 1.20 + 1.OE. For ASD, the factored load = 1.00 + 0.7E. Conversion factor a is calculated by dividing the ACI 318 required strength by the ASCE 7 factored load. 8 Assuming a 50% dead and 50% earthquake contributions, a = (1.2 0.5 + 1.0 . 0.5)/(1.0 . 0.5 + 0.7 0.5) = 1.294 9 ASD = 0c0ncr0t0 - 0s01sn,Ic - N deck cr /a = 0.65 . 0.75- Npdeckcr / 1.294 10 10. Seismic ASD = conc,ete - seIsmrc . Vs.d.k / a = 0.75 . 0.75 . VSdk / 1.294 Table 11 - KWIK Bolt TZ Length Identification System Length ID marking on A B C D E F G H I J K L M N 0 P 0 R S T U V W bolt head Length From 11/2 2 314 4 414 5 514 6 614 7 714 8 814 9 914 10 11 12 13 14 15 of anchor, Up to but not 2214331444145514661477148814991410111213141516 (in.) including Figure 4 — Bolt Head with Length Identification Mark and KWIK Bolt TZ Head Notch Embossment Hilti, Inc. (US) 1-800-879.8000 -I www.us.hilti.com I an español 1.800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 275 rr Mechanical Anchoring Systerns 3.3.4 kWIK Bolt TZ Expansion Anchor TABLE 12 - KWIK Bolt TZ Design Information in accordance with CSA A23.3-04 Annex D1 Ii Design Parameter Symbol Units Nominal anchor diameter ___________ Ref. 3/8 1/2 5/8 3/4 A23.3-04 O.D. Anchor h 0 D d Q mm 9.5 12.7 15.9 19.1 (i) 0.375 0.5 0.625 0.75 Effective min. embedment depth h etnIn mm 51 51 83 79 102 95 121 (in.) 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 Mm. member thickness hmn mm 102 127 102 1 152 152 1 203 127 152 1 203 152 203 203 Critical edae distance c mm 111 102 140 114 191 152 165 222 171 254 1 203 229 cac mm 64 70 60 ...2.. 83 121 _!05 Minimum edge distance for s> mm 127 146 146 156 149 267 225 smin mm 64 70 60 89 76 127 102 Minimum anchor spacing for c> mm 92 105 89 121 108 241 197 Minimum hole depth h0 mm 67 67 102 98 121 117 146 in concrete Mm. edge distance 1, 2 or 3 1 D.5.4c Concrete material resis- 0.65 . 8.4.2. tance factor for concrete Steel embedment material resistance c1 0.85 8.4.3 factor for reinforcement Strength reduction factor for tension, steel failure R 0.80 D.5.4a modes Strength reduction factor for shear, steel A 0.75 D.5.4a failure modes Strength reduction R Cond. A 1.15 D.5.4c factor for tension, concrete failure modes R Cond. B 1.00 D.5.4c Strength reduction A Cond. A 1.15 D.5.4c factor for shear, concrete failure modes R Cond. B 1.00 D.5.4c Yield strength of f MPa 690 J 585 585 I 585 anchor steel Ultimate strength of f MPa 862 I 731 731 731 anchor steel I I Effective cross-sectional A e mm' 33.6 I 65.0 I 104.6 I 152.8 area I Coefficient for factored concrete breakout k 7 D.6.2.6 resistance in tension Modification factor for resistance in tension to '4 c.N 1.4 D.6.2.6 account for uncracked concrete Factored Steel Resistanceintension Nsr kN 19.7 32.3 52.0 76.0 D.6.1.2 Factored Steel V r kN 10.2 18.2 29.9 45.2 D.7.1.2c Resistance in shear Factored Steel Resistance in shear, Vsrses,,ic kN 6.4 18.2 29.9 40.4 seismic Factored Steel I Resistance in shear, V sr. dk kN 6.0 8.5 14.0 13.0 17.1 Not Permitted concrete on metal deck Factored pullout I resistance in 20 MPa Npncr, kN 7.8 N/A 17.1 N/A I 28.4 25.7 I 33.2 D.6.3.2 uncracked concrete Factored pullout resistance in 20 MPa N pr, cr kN 7.1 N/A 15.3 N/A N/A D.6.3.2 cracked concrete 20 MPa cracked N dk kN 4.5 4.5 8.1 6.2 14.4 Not Permitted D.6.3.2 concrete 1 For more information, please visit www.hilti.ca and navigate Service/Downloads, then Technical Downloads and open the Limit States Design Guide. ..--..:-.-: ------- 276 Hllti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hiiti.ca I Anchor Fastening Technical Guide 2011 I Mechanical Anchoring Systerns KWIK Bolt TZ Expansion Anchor 3.3.4 TABLE 13 - KWIK Bolt RTZ Design Information in accordance with CSA A23.3-04 Annex D1 H Design Parameter Symbol I Units Nominal anchor diameter - Ref. 3/8 1/2 5/8 3/4 A23.3-04 Anchor O.D. d0 mm 9.5 12.7 15.9 19.1 (in.) 0.375 05 0.625 0.75 Effective mm. embedment depth h ef. '"' mm 51 51 83 79 1 1 Off 95 (in.) 1 2 2 1 3-1/4 3-1/8 4 3-3/4 4-3/4 Mm. member thickness I h mm 1 102 I 127 i 102 I 152 I 152 I Prin 1 127 1 152 I 2U 1r;9 I gnq I 9n Critical edge distance I c mm 111 1 98 140 1 114 _1_91F_152 152 178 225 152 254 1 178 229 Minimum edge distance Ca. mm 64 73 54 83 60 108 102 for s> mm 127 146 133 140 140 254 216 Minimum anchor spacing smjn mm 57 73 51 70 60 127 102 for c> mm 89 114 83 105 108 241 178 Minimum hole depth in h0 mm 67 67 102 98 121 117 146 concrete Anchor category 1, 2 or 3 1 D.5.4c Concrete material resis- tance factor for concrete c 0.65 8.4.2 Steel embedment mate- rial resistance factor for 0.85 8.4.3 reinforcement Strength reduction factor for tension, steel failure R 0.80 D.5.4a modes Strength reduction factor for shear, steel R 0.75 D.5.4a failure modes Strength reduction R Cond. A 1.15 D.5.4c factor for tension, concrete failure modes A Cond. B 1.00 D.5.4c Strength reduction factor A Cond. A 1.15 D.5.4c for shear, concrete failure modes A Cond. B 1.00 D.5.4c Yield strength of anchor fy MPa 634 634 634 525 steel Ultimate strength of f MPa 793 793 793 700 anchor steel Effective cross-sectional A55 mm2 33.6 65.0 104.6 152.8 area Coefficient for factored concrete breakout k 7 10 7 7 10 7 D.6.2.6 resistance in tension Modification factor for resistance in tension to account for uncracked c.N 1.40 1.00 1.40 1.40 1.00 1.40 D.6.2.6 concrete Factored Steel Resistance in tension Nsr kN 18.1 35.1 56.4 72.7 D.6.1.2 Factored Steel Resistance in shear Vsr kN 13.8 19.5 33.6 56.9 D.7.1.2c Factored Steel Resistance in shear, Vsr, seismic kN 8.0 19.5 33.6 41.4 seismic Factored pullout I I resistance in 20 MPa Nprcr kN 8.2 N/A 17.9 N/A N/A I 37.4 D.6.3.2 uncracked concrete Factored pullout I I resistance in 20 MPa Nper kN 7.3 9.9 N/A N/A 18.1 25.2 N/A D.6.3.2 cracked concrete 1 For more information, please visit www.hilti.ca and navigate Service/Downloads, then Technical Downloads and open the Limit States Design Guide. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 277 Mechanical Anchoring - _______ ___ - -- - 3.34 KWIK Bolt TZ Expansion Anchor 3.3.4.4 KWIK Bolt TZ Anchor Installation Instructions into normal-weight and lightweight concrete 1. Hammer drill a hole to the same 2. Clean hole. nominal diameter as the KWIK Bolt TZ. The minimum hole depth must conform with the instructions for use adhered to the packaging and the ICC-ES evaluation report, if applicable. The fixture may be used as a drilling template to ensure proper anchor location. 3. Drive the KWIK Bolt TZ into the hole using a hammer. The anchor must be driven until at least 4 threads are below the surface of the fixture. 4. Tighten the nut to the installation torque. ---------------------------------------------------------------------------------------------------------------------------- -- 278 1-lilti, Inc. (US) 1-800-879-8000 1 www.Us.hilti.com I an español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 Dyna-Thread® — M-COAT® Submittal Data Sheet > Full Line Sch-40 Replacement Dyna-Thread® - M-COATI sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. > Comparison to Schedule 40 Dyna-Thread - M-COATs inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dyna-Flow - M-COAT pipe, down sizing often occurs. Dyna-Thread - M-COAT is fully listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread - M-COAT and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread - M-COAT facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread - M-COAT is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread - M-COAT reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyria-Thread - M-COAT and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. > Comparison to L.W.T. Pipe More wall thickness at the thread (CRR=1.00) gives Dyna-Thread - M-COAT better life expectancy than lightwall threadable pipe joints. Dyna-Thread - M-COAT is approved for standard hanger spacing (15 ft. C.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread - M-COAT is safer to weld on than many zinc coated lightwall threadable pipe products. Dyna-Thread - M-COAT is more widely accepted than lightwall threadable where Sch-40 is specified. > American Made Able to meet "BuyAmerican" requirements, and is available through distributors in the USA, Canada, Mexico and Latin America. ) Specifications & Approvals Dyna-Thread - M-COAT pipe is manufactured to meet: ASTM A 135, Type E Grade A, and is in compliance with NFPA-13. All sizes of Dyna-Thread - M-COAT are rated at 300 psi working pressure. Dyna-Thread - M-COAT is UL and ULC Listed for wet, dry and pre-action sprinkler systems and FM Approved for use in wet systems. Dyna-Thread - M-COAT can be "hot- dip" galvanized* to meet FM requirement for dry systems. Dyna-Thread - M-COAT is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Dyna-Thread OAT Specifications NIPS Nominal ID. Wt. Wt. (H20 Filled) CRR CRR Im1mrn FWg ad:mi 1.080 1.330 1.75 11.39 1.00 INUP 7r, 27& O 11/4 1.408 1.870 2.54 9.50 1.00 f3TT 35'8 11/2" 1.639 416 A0 3.22 9.14 1.00 2.104 3.050 4.57 8.41 1.00 two MIT APPROVED * Must be ordered in 10 bundle increments. Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com *r-~alhed • 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 A BRAND 0,kore ©2011 Atkore International, inc. All Rights Reserved. STP-S3410-1 105 ANVI L I I,i Ir E R M ^-r i = N A L Building Connections That Last ________ CIta AtL9tai NVIL (( L2.12!LJ A ENVL iLStar ANVIL 4hit L'J Anvil's Unmatched Piping Products for Every Industry Anvil provides the most comprehensive line of innovative, durable, and reliable pipe connections, support systems, and customer service. For more than 150 years, Anvil has provided integrated, reliable piping solutions for a variety of applications. With the most complete line of piping products, expert design services, and a responsive customer service team, Anvil's total package is unmatched throughout the industry. Our professionals will work with you to develop innovative solutions that meet your demands and exceed your expectations. From HVAC, plumbing and mechanical to fire protection, mining, oil and gas, and gas utilities, Anvil covers all markets. Our extensive product line includes grooved couplings, fittings, and valves; cast and malleable pipe fittings; forged steel fittings and unions; steel pipe nipples and couplings; pipe hangers and supports; strut and channel; oil country fittings; and valves. Our exceptional market-specific expertise ensures you always get the best solution for your unique application. In addition to Anvil's extensive line of domestically manufacture products, Anvil also offers a full line of Globally manufactured malleable iron fittings and steel pipe nipples. These products are manufactured within ISO 9001:2000 facilities where Anvil's quality control engineers oversee the entire process. Anvil is committed to providing the finest quality pipe fittings available, which we believe only a true manufacturer can provide. Engineered drawings of fittings and nipples along with detailed inspection procedures, leave no questions regarding Anvil's commitment to quality imported products. With 150 years of manufacturing expertise, Anvil is in a unique position to set the highest quality standard for both domestic and import products. Anvil's specifications for SPF malleable fittings and pipe nipples are higher than typical ANSI specification. The SPF malleable fittings are UL Listed and FM Approved. 8ilding Standard Welded Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. Dimensional: ASTM A733 - Moteriil -. STM A53 Type F or Type E -S. ..-,.- Galvanizing: Hot Dip Galvanizing* .. Threading: ASMB A.20 .1 Standard End Finish Tapered Pipe Thread (NPT) *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. **British Standard threading per BS 21 available Upon request. Ends are cut square to the central axis. All burrs on the inside are removed. The ends of the pipe nipples are chamfered on the outside at an angle of 35*+1- 10 to the central axis. Pipe nipples are threaded on both ends with standard NPT tapered threads. Threads are right hand on both ends. Also available: Ready Cut Pipe, Standard - Schd. 40 (black and galvanized) Pipe Size: 1/2""3 /4", 1", 11/4", 11/2 , 2" Pipe Length: 8", 24", 30", 48', 60", 72' "66" Packs, Standard - Schd. 40 (black and galvanized) Nipple Size: 1/2", 3/4, 1", 11/4", 11/2 , 2" Single Run Nipple Packs (black and galvanized) Pipe Size: 1/2', 3/4I, 1, 11/4, V/2",2" Pipe Size 1/8 Pipe • .405 Length Close 3/4 1 1/2 2 12 1/2 Pipe 3 Nipple Lengths (Black and galvanized) I I I I I 3 1/2 1 4 41/2 5 51/2 6 7 8 9 10 I I 11 12 /454 77 3/8 .675 1 1 1/2 2 21/2 3 32 4 4/2 5 5 /2 6 7 8 9 10 11 12 jp t2 22 1/? 5/ 6 910 3/4 1 ,050 1 1 2 2 /2 3 3 1/2 4 41(2 5 51,/2 6 7 8 9 10 11 12 1/3 :2 2 731 331/ 41/2 53 5 /2 6 7 8 , , 9 10 ii 127 1 /4 1.660 1 0/8 2 2 /2 3 3 /2 4 4'' 5 5l/ 6 7 8 9 10 ii 12 $Lh/2 1.9O0' 2 2 /2 31 2 2.375 2 2'/2 3 1 31/3 4 41, 5 5 1/2 6 7 8 9 10 11 12 2875 3.500 2 5/ 3 Vp 3 3 1/2 4 4' 5 5 6 7 8 9 10 11 12 W NO Mir WN 6 6.625 3V8 4 41/a 5 5 1/2 6 7 8 9 10 11 12 Extra Heavy SCHO 80 Welded Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. Dimensional: IASTM A733 - .? • • --:-f Mbterial' ASTM A53 Tpe ypeEvi Galvanizing: I Hot Dip Galvanizing* ASME B120 1 :•- ,- j4; • ____________________________ *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. Ends are cut square to the central axis. All burrs on the inside are removed. The ends of the pipe nipples are chamfered on the outside at an angle of 35° +1- 10° to the central axis. Pipe nipples are threaded on both ends with standard NPT tapered threads. Threads are right hand on both ends. _ 1/2 2 2 1/3 3 Pipe Nipple Lengths (Black and galvanized) 3 1/2 5 1/2 6 7 8 9 4 4 1/2 5 " 1/8 .405 t~/1 .675 1 1/2 2 21/2 3 3 /2 4 4'/2 5 51/2 6 7 8 9 10 11 12 41, • - -• 8 ,9 lO1L i 2 '/2 %47 3/4 1.050 1 /8 1 1/2 2 3 31/2 4 41/2 5 51/2 6 7 8 9 10 11 12 r- T 1/ - 2 2°2 3 -- 3 / -• . 4 °- 4/ $- 11i '5 / 6. 7 8 9 1O F ° 11 12 1V4 1.660 1 /8 2 2 . 3 3 I 4 41/2 5 5 6 7 8 9 10 11 12 j NO 2 2I7 /44J/2 51/2 6 7 8 2 2.375 2 2 '/2 3 3 1/2 4 41/2 5 5 6 7 8 9 10 11 12 uwl 5 /2 6 7 8 9 12 3 3.500 2/8 3 31/a 4 41/a 5 51/ 6 7 8 9 10 11 12 4 4.500 2/8 4 41/ 5 51/3 6 7 8 9 10 11 12 1/3 k. 6 6.625 3 1/8 4 4'/2 5 51/2 6 7 8 9 10 11 12 Standard End Finish Tapered Pipe Thread (NPT) 4 --- Extra Heavy Seamless Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. Dimensional: I ASTM A733 Standard End Finish Tapered Pipe Thread (NPT) Galvanizing: I Hot Dip Galvanizing* *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. Ends are cut square to the central axis. All burrs on the inside are removed. The ends of the pipe nipples are chamfered on the outside at an angle of 35 +1- 10 to the central axis. Pipe nipples are threaded on both ends with standard NPT tapered threads. Threads are right hand on both ends. Size 1/8 0. D.1_ .405 -Close 3/4 1 1/2 2 2 1/2 Pipe 3 Ni"pple-Letigthi'(Bici.ek-"a-tid -9d1vanized)' 3 1/ 4 4 1/ 5 5 1/2 6 7 8 9 10 11 12 54O F 7/ 1 '/2 2 /2 3 '/2 4 5 - 5 /2 c(2r 7 8 1L 1 2 .675 1 1 '/2 2 2 72 3 31/2 4 41/2 5 5 1/ 6 7 8 9 10 11 12 1 1/2 -- 2 1/2 3 • 3 1/ . . -. ., 4'/2 . .,.-' 51/3 . 6i . -,.. - ...l., .11 ( 3/4 1.050 1 /8 1/; 2 21/2 3 3 '/2 4 41/2 5 51/2 6 7 8 9 10 11 12 /2 T. 114 1.660 1 5/ 2 2 1/2 3 3 '/. 4 4 'I: 5 5 '/: 6 7 8 9 10 11 12 -.-. . .2'1i' . '3 3"/ J4 -J 4 - 4 /2515•'/, - •..•- "f6 . 7. . . 11 8-Th9 .• .'- :iQ - ,11;12 2 2.375 2 2 /2 3 3'/2 4 /2 5 5'/2 6 7 8 9 10 11 12 3 /2 .- - 4 4'/2 572 '6 -. 'O1 i1. 3 3.500 4 500 2/ 2 3 372 4 4l 4'/. 412 5 5 5'!. 5 '/2016 6 7 8 9 7' 10 1O 11 1r1 12 12 5 5.563 3 4'/2 5 572 6 7 8 9 10 12 /ó 6625 ' 3'/aji 11 T. -,8910 iT -. • Class 150 (Standard) *British Standard threading per BS 21 available upon request. Size A B Weight 900 REDUCING ELBOW -tn ¼ x 1/8 - in 0.74 in 0.76 lbs- 0.08 14 x 1/4 vf½f/4ç 0.88 J3t L 40 0.90 0.13 1/2 X 3/8 1.04 1.03 0.19 113 1 1.20 1.22 0.29 1.37 1.45 0.47 1 1/4 x 1/4 1.45 1 .62 0.62 . .1 .67 .T 1 1/2 x'/4 1.52 1.75 0.74 11 . 1O88 1 1/2 x 1 ¼ 1.82 1.88 1.03 0 100, 2 x 1 1.73 2.02 1.28 2 x 1 Y2 2.02 216 1.51 2Y2 X 1 /2 f ki 2 51 ffla 220 2 1, x 2 2.39 260 2.55 3x2 ?&252 .- 289 3 x 2½ 2.83 L 2.99 4.12 30 3 0 65 Class 150 (Standard) Size A Weight 900 ELBOW . 1/8 I 0.69 0.06 095 ol, 1_4 .- J..•'.. - 3/4 1.31 0.36 - I - 1 50 L - 1 ¼ 1.75 0.87 -,•- ----ç -- 94 .1 16 . 2 2.25 1.81 -'- \ ki 3 3.08 4.82 : .ç:--- --'•-- - 37Q- '841 6 5.13 19.96 450 ELBOW in ¼ 0.63 1_ 1J j.- 0.06 Ae 0.80 0.14 3/4 0.98 0.32 1 1/4 1.29 0.76 . - eMllnm MW 2.17 4.03 Maw ñ• 6 3,46 16.31 v,.anvilintLcom - . H Class 150 (Standard) 900 STREET ELBOW in Size r¼. A in : Weight _ Ib 14 1.77 MERIN o:eT• . 0.95 1.44 015 .±2 i. 3/4 I 1 1.89 0.34 1 ¼ 1.75 2.45 0.84 MIME 2 2.25 3.26 1.85 ½ - 386 32 3 3.08 1 4.51 5.00 5F 5 09 9'18 Size A _B Weight 450 STREET ELBOW 1/8 0.63 0.83 0.05 73'1j 5@001M ~ 0.80 1.03 0.12 0.27 IMI I 29 I:_•_' 47 1 ¼ 1.29 1.71 0.70 1 jj 1 44 I Th ¶ 2 1.68 2.22 1.50 Size A ht CROSS f ¼ - 0.81 0.17 095 ' O26 A . 1.12 0.38 A A J331 - . Al 1 1.5( - - -- 0.95 - 1 1/ 2- - -1 .94 1.86 2.25. . - .... 8- www.anvilint,l.co ______ Class 150 (Standard) CAP Size - I/B A 0.53 -in_____Ibs Weight ___ 0.03 • 0.6 00 0,74 0.07 0.97 0.18 -.-- -.......... 1 llb Ie3Q - 1.28 0.44 op -' 4 2.08 3.79 .-• if r TEE 1/8 Size - 0.69 Weight Jbs 0.09 -- _______ i MME08 0 95 .21 j'' 101 3/4 1.31 0.50 DO C 1 ¼ 1.75 1.19 - . .----1 . . IM V .94g: . -;.,. 0.0, 2 2.25 2.43 2 70 :.. 3 3.08 6.37 4 379 - -- - 11031 - -- - -- - -9 - - Class 150 (Standard) REDUCING TEE in ½ I /2 1/4 'in -. in 0.97 in 0.98 lbs 0.24 CONTINUED ON NEXT PAGE. I 1.20 0.37 3/4 1.22 1.22 fle P'? 16 34 /2 '/2 1.20 1.20 1.12 1.22 0.38 ½ 1.05 1.05 1.08 0.36 3/ ½ 1.20 1.20 1.22 0.43 1 1 1.50 1.18 1.50 0.63 ½ -Do- -- 3 ½ 126 --- 112 -4t 136O4% 3/4 1.37 1.22 1.45 0.56 150 -:-----'. 1 36 1 50 74 /4 3 ½ 1.26 1.20 1.36 0.53 iff- 161 1 ---. 1.50 1.45 1.50 0.71 /8 118 4S27öJi$j ½ 1.26 1.26 1.36 0.62 C 1 ½ 1.67 1.67 1.58 0.94 7 T80 j- 607 2 2.02 2.02 1.73 1.45 I/4 /2 1 1/4 175 1.53 1.75 0.95 3/4 Or- 145 - i i i 62 ' 1 1.58 1.45 1.67 0.87 A,177 4 100 ½ 1.34 1.26 1.53 0.74 1"3 iJO8 1 1.58 1.50 1.67 0.94 1 75 1 67 3 175 1 1/4 ½ 1.34 1.34 1.53 0.84 ___"•_$. 1 1.58 1.58 1.67 1.04 .,. 188 188 18i'1 2 2.10 2.10 1.90 1 1.65 .....anviIintI.com Class 150 (Standard) 7 REDUCING TEE in 1 ½ I I 1½ in in P 1 B ...;...... t = $3/4( 150 1.26 686 1 1/2 1.94 1.75 1.94 1.29 L65 1.88 1V4 1.82 167 1.23 1.94 1.Q 1 /4 3/4 1.52 1.45 1.75 1.04 1 158 8O1f7 1 1/4 1.82 1.75 1.88 1.32 1 1/2 1/3 1.41 1.41 1.66 1.04 '132:, 152. a15..C14 1.65 1.65 1.80 1.27 .43 2 1 2.16 2.16 2.02 1.89 2 ½ &T VON 3/4 2 2.25 1.97 2.25 1.93 1 (iL 2.25 2 02 25 2 Od1 1/4 1/4 1.90 - 1.75 2.10 1.64 / 2.02 2 2.25 2.10 2.25 2.09 iP' 173 ......1.65. JJVJ 1.71 1 ¼ 1.Q0 1.82 2,10 1 ½ 1.94 2 2.25 216 2.25 2.21 1 4 1.97 1.63 3/4 1.60 1.60 1A173 777.7-7-7=1 2 1.73 1.90 1 90 2.10 1.97 1 1 ,14 2.02 2 ½ 2.60 2.60 2.39 3.15 2 1/2 2½ 071 1 1.87 1.87 2.37 2.84 ¼04 2.16 2.04 t3.Qb 2.51 3.29 1 ½ 2.16 1 2.00 2.39 i26 r W 3 4 3 4 2.00 2.66 3.96 PvJ€i 7 1 ½ 2.29 2,29 2.80 4.45 2 1/2 Q52 .2.52 2.83 2742.74 2.83 2.99 5.69 2 1/- 105 3.05 3.51 ° 51 3.30 . 3.30 -. 25 Th!1711 Class 150 (Standard) COUPLING in Size A -- _-_JL_.__.._. Weight "L - 1/ 0.96 0.05 IT % 1 16 0.12 1.1 0.27 3/4 1 1/4 1.93 0.65 TJ 2 2.53 1.35 TV- 3 3.18 3.36 UNIONS Size A (in) Weight (Ibs) (BRASS SEAT) ¼ 126 ' .16 ;..' :I6 : f0g3ç in:. 1.61 1.77 0.33 0.29 411- 3/4 1.95 2.05 0.60 0.64 Raw 1 1/4 2.26 2.56 1.25 1.40 ) 1 1 1 76- MIA 2 2 2.75 3.07 2.44 2.66 352 3 3.50 3.74 4.34 5.81 12 vivf/w.anv 7-102 Class 150 (Standard) REDUCING COUPLINGS L I iF Size in 1/4 X 1/5 A I in 1.00 Weight - I.j. 0.07 1-0 1!13 OR A T ½x½ 1.25 0.13 - -MR X2 P 2r 3/4 X 1/8 1.44 0.18 3/4 x 3/8 1.44 0.21 P/4/2 44 -V UO 22 1x 1/2 169 0.34 .- . 6 O36 1 1/4 x 1/2 2.06 0.47 1W 3/4 2 Qo 51 1 1/4 x 1 - -_2.06 0.57 /2 231L -210A 0&2T 1 1/ x 2.31 0.66 31' ' O 73i d 1 1/2 x1 1/4 2.31 0.80 94 2x 3/4 2.81 0.99 2 - 2 8 1 1 2x1 1/4 2.81 1:7 NEW t'2 81__.-____-i i 2 1/2 x1Y4 3.25 1.8 2 1/2 x2 3.25 2.04 3 x 1 1/4 3.69 2.55 LS69' _267t.i 3 x 2 3.69 2.78 4 x 2 4.38 4.43 4 x 3 4.38 5.29 PLUGS I Solid 1fr4_ in ¼ in 0.44 - in 0.28 in. 0.38 I.i. 0.04 S Cored 1/2 0.56 0.38 0.56 0.08 TTh.63___. N. jOjJ33 Cored 1 0.75 0.50 0.81 0.20 T 0 55m, 01 FOR M Co_ __d 1 1/2 0.83 0.62 1.13 0.43 28' 77 0.68___ Cored 2 1/2 1.07 0.74 1.50 1.11 Bar Plug 4 1.22 1.00 - 2.71 _ 6$J 1_40_______I_1_25 13 Class 150 (Standard) HEX BUSHING Size --iw 3/4 x½ 1075 0.63 0.22 30 r 1L1 i_ 1.15 112 Weight 0.11 0i d 0.21 - outside inside S 1 U JU + 2 1 x 1/4 0.75 0.30 1 12 _ 9.75 '00 .112 1 x ½ Th 0.75 o! 0.25 1.42 0.22 o.Th& outside 1 1, 0.80 0.34 1.34 0.32 inside - . 1 76 0. 7. .r 1 ¼ x 1 0.80 0.28 1.76 0.30 outside 1 ½x/ 0.83 0.37 1.12 0.38 inside &3r 4i id 1 1/2 x 3/4 0.83 0.37 1.63 0.45 inside 1 ½ x 1 ½ 0.83 0.31 2.00 0.31 outsid 2 LE J 2 x1/4 088 0.41 1.63 0.61 inside 0.88 0 i 034 Jo J e j 2 x 1 ¼ 2.48 0.80 outside °!L . 6J! 2 ½ x 3/4 1.07 0.44 1.63 0.98 inside 0 x 1 3J j4 2 ½ 1 i 1.07 0.44 2.39 1.10 inside 2 ½ x 2 1.07 0 37 2.98 0.97 outside 048 :j.9 Irn 011, 3 x 1 a 1.13 0.48 2,39 1.57 inside 3 x Ji 3 3x2 1.13 0.48 3.28 2.10 outside 3 'x3 1.18 0.43 4.62 2.10 outside 0.64 195 4 x 1 ¼ 1.22 0.60 2.39 2.74 inside 1 2j&oo 268 28 nhid 4 x 2 1.22 0.60 3.28 291 inside __ 1.22 0.50 V60 4 x 3 4.62 2.93 outside 14 .... w.onviIintI.com STYLE 922 The Style 922 Outlet-T provides a convenient method of incorporating ½, 3/4, and 1/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1/4 through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. 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. Housing Coating: Orange enamel (North America, Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved www.victaulic.com vicrAuLic IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY © 2009 vICTAULIc COMPANY. ALL RIGHTS RESERVED. REV_G \ %ta uIi . 10.52 1 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FüeLock® OufletT STYLE 922 DIMENSIONS t Victaulic female threaded products are designed to accommodate standard NPTor BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. Center of run to engaged pipe end for NPT threads (dimensions are approximate). www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 2 I ~-' Atauiicf REV_G IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 FfreLock® OutetT STYLE 922 PERFORMANCE www.victaulic.com \j$taulic VICTAULiC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVG 10.52 3 STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.52 3355 REV G UPDATED 12/2009 itaulic viclAuLic IS A REGISTERED TRADEMARK OF VICTAIPLIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52