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Mechanicaland AdhesiveAnchorsfor Masonry,Concrete andDrywallBuyer’s Guide2012We didn’t build the USA,but we do hold it together!
Two Proven Product Lines – Now Together!Over 100 Years of Fastening Experience Since its inception in 1968,TOGGLER Anchor System,division of Mechanical PlasticsCorp., has continued to invent,improve, manufacture andsell only TOGGLER brandanchors, the highest quality,best-performing anchors onthe market. All are designed tosolve real problems on the jobsite and at home.Wej-It , the original wedgeanchor, first came on thescene over 60 years ago.Today professional installersaround the world still rely onits outstanding performance.Over the years, the quality andreliability of the Wej-It brandhas expanded into a full rangeof mechanical and adhesiveconcrete and drywall fasteners.High-strength, multi-functionalTOGGLER High-PerformanceAnchors provide fast, easy,and secure fastening in manyapplications and substrates,from light- to heavy-duty.Wej-It Fastening Systems isnow the newest division ofMechanical Plastics Corp. Thismeans the proven reliability ofWej-It products is combinedwith the high level of customerservice and support that hasbeen provided to TOGGLERcustomers for over 44 years.We are the only manufacturerthat proudly makes all of itsanchors in the USA and theonly one that puts its name onevery anchor.You can always rely onTOGGLER anchors to workproperly the first time,every time.Investment into updatedprocesses and technologywill ensure the best qualityconcrete anchoring systemsavailable to meet your highstrength concrete anchoringneeds now and in the future.We didn’t build the USA, but we do hold it together! Call us toll-free: 888-TOGGLER (888-864-4537)Fax: 203-857-2201 E-mail: info@toggler.comwww.toggler.com www.wejit.comDivisions of Mechanical Plastics Corp.110 Richards Avenue Norwalk, CT 06854
Mechanical and Adhesive AnchorsAlphabetical Product Code Listing####. Original Wej-It Wedge Anchors. 15HWLD. Hollow Wall Drive Anchor, Long.38A. ALLIGATOR All-Purpose Flush Mount Anchors. 41HWS. Hollow Wall Anchor, Short.38AF. ALLIGATOR All-Purpose Flanged Anchors. 41HWSD. Hollow Wall Drive Anchor, Short.38ASA. Sleeve Anchors, Acorn Nut. 18HWXL. Hollow Wall Anchor, Extra Long.38AT. Ankr-TITE Wedge Anchors, Zinc Plated. 10HWXS. Hollow Wall Anchor, Extra Short.38ATEZ. POWER Screw Bolt , Zinc Plated.22LSL. Lag Screw Shields, Long. 31ATEZG. POWER Screw Bolt, Mechanically Galvanized.22LSS. Lag Screw Shields, Short. 31ATG. Ankr-TITE Wedge Anchors, Hot-Dip Galvanized.10M. Spin-In Chemical Capsules.57ATS. Ankr-TITE Wedge Anchors, 304 Stainless Steel. 10MINI SPM. MINI SnapSkru Self-Drilling Drywall Anchors.39ATSS. Ankr-TITE Wedge Anchors, 316 Stainless Steel. 10MS. Machine Screw Anchors. 31BA. SNAPTOGGLE 3/16-24 Heavy-Duty Hollow-Wall Anchors.35PD. POWER-Drop Drop-In Anchors.27BB. SNAPTOGGLE 1/4-20 Heavy-Duty Hollow-Wall Anchors.35PS2. POWER-Sert High-Performance Anchors.45BC. SNAPTOGGLE 3/8-16 Heavy-Duty Hollow-Wall Anchors.35SDS. SDS-plus Carbide-Tipped Drill Bits.43BD. SNAPTOGGLE 1/2-13 Heavy-Duty Hollow-Wall Anchors.35SDSH. SDS Hex For Tapcon /UltraCon Tools.43BE. SNAPTOGGLE 5/16-18 Heavy-Duty Hollow-Wall Anchors.35SDSMHQ. SDS-max Cutter Carbide-Tipped Drill Bits.44CCAT.Ankr-TITE CCAT Wedge Anchors Cat. 1 Cracked Concrete. 76SDS. SDS Bulk Quality Economy Bits.43CP. Center Pin Anchor.20SES. Single Expansion Shields.30CS. Bevel Cut Stud Assm. for Spin-In Chemical Capsules.57SP. SnapSkru Self-Drilling Anchors.39CS2. Straight Cut Stud Assm. for Epoxies/Hammer-In Caps.47SPL. Standard Spline Carbide-Tipped Drill Bits.44CS6. Straight Cut Stud Assm. for Epoxies/Hammer-In Caps.47SPM. MINI SnapSkru Self-Drilling Drywall Anchors.39CSS. Straight Cut Stud Assm. for Epoxies/Hammer-In Caps.47ST. Setting Tool for Drop-In Anchors/Mini Drop-In Anchors.29DES. Double Expansion Shields.30T35. TOGGLER Plastic Toggle Anchors: 1-3/8" Grip.32DN. Drive Nail Anchor. 21T39. TOGGLER Plastic Toggle Anchors: 1-1/2" Grip.32ECA. Inject-TITE AWF All-Weather Formula Epoxy Acrylate.49TA . TOGGLER Plastic Toggle Anchors: Hollow-Core Door.32ECANZ. Break-Off Mixing Nozzles.47TAP. Taper Bits For Tapcon/UltraCon Tools.43ECT22. Inject-TITE Two-Part Struct. Epoxy Standard-Set Formula.54TB . TOGGLER Plastic Toggle Anchor: Residential Drywall.32ECT22F. Inject-TITE Two-Part Struct. Epoxy Fast-Set Formula, 22 oz.52TBM. Standard Wing Toggles.37ECT8F.Inject-TITE Two-Part Struct. Epoxy Fast-Set Formula, 8.5 oz.52TBS1. TOGGLER Specialty Anchors: Shelving.34EHT. 10" Dispensing Tools.47TBS2. TOGGLER Specialty Anchors: Pegboard.34ENZ. Break-Off Mixing Nozzles.47TBW. TOGGLER Specialty Anchors: Wire Shelf.34ESCN. Nylon Screens for Hollow Wall Applications.47TC . TOGGLER Plastic Toggle Anchors: Commercial Drywall.32ESCS. Stainless Steel Short Screens for Brick and Block.47TD. TOGGLER Plastic Toggle Anchors: Double Drywall.32ESCS. Stainless Steel Screens for Brick and Block.47TH . TOGGLER Specialty Anchors: Picture Hook.34FCS. UltraCon Concrete Screws, Phillips Flat Head.25WD. Drop-In Anchors/Mini Drop-In Anchors, Steel.28FSA. Sleeve Anchors, Flat Head. 18WDL. Drop-In Anchors/Mini Drop-In Anchors, Lipped Steel.28HCS. UltraCon Concrete Screws, Slotted Hex Washer Head.25WDS. Drop-In Anchors/Mini Drop-In Anchors, 303 Stainless Stl.28HMC. Slam-TITE Hammer-In Chemical Capsules.55WDSS. Drop-In Anchors/Mini Drop-In Anchors, 316 Stainless Stl.28HSA. Sleeve Anchors, Hex Nut. 18WDU. Drop-In Anchors/Mini Drop-In Anchors, Domestic Subs.28HWL. Hollow Wall Anchor, Long.38WTW. Wej-It Tie Wire WTW Anchor. 173
wallboard/ drywallsolid masonryhollow masonrylightweight concretePageNo.normal weight concreteApplication Guide andTable of Contentscracked concreteOptimalApplicationMaterialsCode ComplianceExpansion Anchors: Heavy-duty bolts with an expanding clip or sleeveAnkr-TITE CCAT Wedge Anchors forCracked and Uncracked Concrete7Category 1 ICC-ES ESR-2777Miami-Dade NOA: #09-0319.05COLA RR 24939Ankr-TITE Wedge Anchors10GSA FFS-325 Group II, Type 4, Class 1Miami-Dade NOA: #08-0911.02Original Wej-It Wedge Anchors15GSA FFS-325, Group II, Type 4, Class 1Former ICC-ES Legacy Report #1821Wej-It Tie Wire (WTW) Anchors17Sleeve Anchors18GSA: FFS-325, Group II, Type 3, Class 3Nail Anchors: Combines the ease of hammering with the holding power of an expansion anchorCenter Pin Anchors20GSA FFS-325 Group II Type 4 Class IDrive Nails21GSA FFS-325, Group V, Type 2, Class 2Threaded Anchors: Removable and reuseable fasteners for concrete and masonryPOWER Screw Bolt 22UltraCon Threaded Anchors25Miami-Dade NOA: #11-0406.01Drop-In and Shield Anchors: Internally-threaded anchors for concrete and masonry applications Suitable4POWER-Drop Drop-In Anchors27Former ICC-ES Legacy Report #5063Drop-In/MINI Drop-In Anchors28GSA FFS-325, Group VIII, Type ISingle Expansion Shields30GSA FF-S-325, Group II, Type 2,Class 2, Style 1Double Expansion Shields30GSA FF-S-325, Group II, Type 2,Class 2, Style 2Lag Screw Shields31GSA FF-S-325C Group 2, Type 1,Class 1 (long), Class, 2C (short)Machine Screw Anchors31A-A 1922A, Type 1 and FF-S-325C,Group 1, Type 1, Class 1May be suitable888-864-4537 www.wejit.com
wallboard/ drywallsolid masonryhollow masonrylightweight concretePageNo.normal weight concreteApplication Guide andTable of Contentscracked concreteOptimalApplicationMaterialsCode ComplianceWall Anchors: Secure fixtures in hollow and solid wallsTOGGLER Plastic Toggle Anchors32TOGGLER Specialty Anchors34TOGGLER SNAPTOGGLE Heavy-Duty Anchors35Standard Wing Toggles37Hollow Wall Anchors38Hollow Wall Drive Anchors38TOGGLER SnapSkru Self-Drilling Anchors39TOGGLER ALLIGATOR All-Purpose Anchors41SDS Drill Bits for Concrete Applications: Carbide-tipped, high-performance drill bitsSDS-plus Bits43SDS-max Cutter and Spline Bits44Adhesive Anchors: Utilize high-strength epoxies and ester-based resins to provide holding power SuitablePOWER-Sert Anchors45Inject-TITE Adhesive AnchorsScreens, Tools & Straight-Cut StudsAll-Weather (AWF) Formula Epoxy474749VOC-CompliantFast-Set Formula Epoxy52ICC-ES ESR-2621;NSF/ANSI 61 certified; VOC-CompliantStandard-Set Formula Epoxy54Miami-Dade NOA: #00-0229.05;NSF/ANSI 61 certifiedSlam-TITE Hammer-In Capsules55Spin-In Capsules & Bevel-Cut Studs57May be suitable888-864-4537 www.wejit.com5
Order FormCopy this page, complete and fax to: 203-857-2201 or e-mail to sales@toggler.comFor questions, contact us at 203-857-2200 ext. 0Bill ToAccount No.Contact Name:Company:Phone No.:Fax No. :E-mail:Address:Ship ToCompany:Drop Ship? Y/NAddress:Contact name:Phone No.:Order InformationWej-It / TOGGLER Part No.No. of PiecesDescriptionPrice Per PieceExtended AmountTotal Order Amount:Carrier name:Preferred shipping method:Prepay and Add:PrepaidCollectAccount No.Terms:Net 30:Credit Card:Credit Card No.Exp. Date:Security Code:Billing Zip CodeTOGGLER and Wej-It Divisions of Mechanical Plastics Corp. 110 Richards Avenue, Norwalk, CT 06854
Ankr-TITE CCAT Wedge AnchorsUSA ENGINEEREDSpecifications, Listingsand ApprovalsDiameters: 3/8" – 1"Material: Anchor Body: C1035 carbon steel Anchor Clip: AISI Type 316 stainless steel Washer: ASTM F844 Nut: ASTM A563 Grade AFinish: Zinc plated to ASTM B633 withclear chromate addedFederal Specifications: QQZ-325,Type II, Class 3Code Compliance: ICC-ES Report Number ESR-2777Category 1: Cracked and UncrackedConcrete 2009, 2006, 2003 and 2000 InternationalBuilding Codes (IBC) 2009, 2006, 2003 and 2000 InternationalResidential Code (IRC) 1999 Standard Building Code (SBC) 1997 Uniform Building Code (UBC) 2007 Florida Building Code (BC & RC) Miami-Dade NOA: #09-0319.05 COLA RR 24939NOTE: Order Information on followingpage.888-864-4537 www.wejit.com Engineered to provide superiorperformance in cracked concrete in bothseismic and wind load conditions Category 1 design criteria ICC-ES ReportNumber ESR-2777 Bolt Size is Hole Size Safe and reliable expansion mechanismworks in both normal and extreme loadconditions 360 segment contact equalizes loaddistribution, increasing load-carryingcapacity Unique safety shoulder supports the clipwhen the anchor is under strain Corrosion-resistant 316 stainless steel clipincreases service life and strength Dog point prevents damage duringinstallation 4-line marking around the length ID stampeases post-installation inspection Proprietary design (US Patent #5,413,441)meets strict acceptance criteria in the 2009,2006 and 2003 International Building Codefor post-installed anchoring applicationsCodeCompliance:Expansion AnchorsICC-ES ESR-2777Category 1Engineered for SuperiorPerformance in Cracked ConcreteKey Features and BenefitsCategory 1ICC ESR-2777Miami-DadeNOA#09‑0319.05COLA RR 24939lengthID codesafetyshoulder316stainlesssteel clipdogpointInstallation Data†Nom. Anchor Dia. (in.)CharacteristicOutside DiameterDrill Bit DiameterInstallation TorqueMin. Nom. Embedment DepthEffective Embedment DepthCritical Edge DistanceMin. Edge DistanceMin. SpacingMin. Concrete ThicknessSpecified Yield Strength ofAnchor SteelSpecified Tensile Strength ofAnchor SteelEffective Tensile and ShearStress AreaSym. Units1/25/8in.1/25/8d0din.1/25/875125Tinst ft-lbf46-3/8hnom in. 3-1/4 5-1/2in. 2-3/453-3/8 5-3/4hefin. 4-1/8 7-1/258-5/8cac5-1/25cmin in.8-1/49-1/4smin in.610 6-3/4 11-1/2hmin in.3/43/43/42254-1/2 7-3/43-3/477-1/2 10-1/25-5/85-5/87-1/2 14f Asein20.1160.1440.219For SI: 1 inch 25.4 mm, 1 ft-lbf 1.356 N-m, 1 psi 6.89 Pa, 1 in2 645 mm2,1 lb./in. 0.175 N/mm. †The information presented in this table is to be used inconjunction with the design criteria of ACI 318 Appendix D.7
Ankr-TITE CCAT Wedge AnchorsExpansion AnchorsOrder InformationAllowable Stress Design ValuesCatalog No.Anchor Size(in.)Max. ThicknessFastened Material(in.)ThreadLength(in.)QuantityBox/ AT1060CCAT1090CCAT10123/8 x 33/8 X 3-3/43/8 X 51/2 X 2-3/41/2 X 3-3/41/2 X 4-1/41/2 X 5-1/21/2 X 71/2 X 8-1/21/2 X 105/8 X 3-1/25/8 X 4-1/45/8 X 55/8 X 65/8 X 75/8 X 8-1/25/8 X 103/4 X 4-3/43/4 X 5-1/23/4 X 6-1/43/4 X 73/4 X 8-1/23/4 X 103/4 X 121X61X91 X tallation Instructions1,24351. Drill the hole, at a diameter equal to theanchor diameter, perpendicular to the worksurface. To assure full holding power, do notream the hole or allow the drill to wobble.2. Drill the hole deeper than the intendedembedment, but not closer than twodiameters to the bottom (opposite) surfaceof the concrete.3. A clean hole is necessary for properperformance. Clean the hole using a nylonbrush and compressed air.4. Assemble the nut and washer so that the topof the anchor extends above the nut slightly.Install the anchor through the material to befastened.5. Installing the Ankr-TITE CCAT anchorswith a torque wrench is recommended foroptimum performance. Refer to torquerecommendations on this 02, dment Embedment(in.)(in.)(in.)3/81/25/83/4NOTES: For SI: 1 inch 25.4 mm; 1 lbf 4.45 N Single anchor with static tension only Concrete determined to remain uncracked for life of theanchorage Load combinations from ACI 318 9.2 (no seismic loading) 30% dead load and 70% live load, controlling loadcombination 1.2D 1.6L Calculation of weighed average:α 1.2(0.3) 1.6(0.7) 1.48 f’c 2,500 psi normal weight concreteh hminca1 ca2 cac Values are for Condition B (supplementaryreinforcement in accordance with ACI 318 D.4.4 is notprovided).Torque ValuesAnchor Dia.(in.)3/81/25/83/41Recommended Setting Torque(ft. lb.)2075125225290Length Identification CodesCodeABCDEFGHIJKLength ofAnchor1-1/2 22 2-1/22-1/2 33 3-1/23-1/2 44 4-1/24-1/2 55 5-1/25 1/2 66 6-1/26-1/2 7CodeLength ofAnchorLMNOPQRSTUV7 7-1/27 1/2 88 8-1/28-1/2 99 9-1/29-1/2 1010 1111 1212 1313 1414 15NOTE: Always wear safety glasses. Follow drillmanufacturer’s instructions. Use only solid carbide-tippeddrill bits meeting ANSI B212.15 diameter standards.8888-864-4537 www.wejit.com
Ankr-TITE CCAT Wedge AnchorsCharacteristic Shear Strength Design Values3/8†32Nominal Anchor Diameter (inch)1/25/83/41112-3/453-3/8 5-3/4 0.68,9863-3/8 5-3/45/85/80.78,683 002,880––5,055 8,1540.73,890–2,725–0.658,504 11,957––Characteristic Tension Strength Design ValuesCharacteristicAnchor CategoryEffective Embedment DepthSteel Strength in Tension (ACI 318 D.5.1)†††Tension Resistance of SteelStrength Reduction Factor – Steel FailureConcrete Breakout Strength In Tension (ACI 318 D.5.2)Effectiveness Factor – Uncracked ConcreteEffectiveness Factor – Cracked ConcreteModification Factor for Cracked and Uncracked ConcreteStrength Reduction Factor – Concrete Breakout FailurePull-Out Strength in Tension (ACI 318 D.5.3)Pull-Out Resistance, Uncracked Concrete (f’c 2,500 psi)Pull-Out Resistance, Cracked Concrete (f’c 2,500 psi)Strength Reduction Factor – Pull-out FailureTension Strength for Seismic Applications (ACI D.3.3.3)Tension Resistance Factor of Single Anchor for Seismic Loads (f’c 2,500 psi)Strength Reduction Factor – Pull-out FailurePull-Out Strength in Tension for Concrete Over Steel DeckCharacteristic Pull-Out Strength, Uncracked Concrete Over Steel DeckCharacteristic Pull-Out Strength, Cracked Concrete Over Steel DeckReduction Factor for Pull-Out StrengthSymbol1, 2 or �c, N**øcb––––Np,uncrNp,crøplbflbf0.45Np, eqøeqlbf–––Np, deck uncrNp, deck crølbflbf––––NOTES: For SI: 1 inch 25.4 mm; 1 lbf 4.45 N All values of ø apply to the load combinations of IBC Section 1605.2.1, UBC Section1612.2.1, or ACI 318 Section 9.2. If the load combinations of UBC Section 1902.2 or ACI 318Appendix C are used, the appropriate value of ø must be determined in accordance withACI 318 D.4.5. For reinforcement that complies with ACI 318 Appendix D requirements forCondition A, the appropriate ø factor must be determined in accordance with ACI 318 D.4.4. Installation must comply with published instructions and details. The information presented in these tables must be used in conjunction with the designcriteria of ACI 318 Appendix D; for anchors resisting seismic load combinations theadditional requirements of ACI 318 D.3.3 must apply. Shear loads for anchors installed through steel deck into concrete may be appliedin any direction.888-864-4537 www.wejit.comNominal Anchor Diameter (in.)1/25/83/41112-3/453-3/8 5-3/4 N/A* 4.737 5,115 7,082 12,734 N/A* 16,607–2,616 3,584 5,144 6,645 N/A* 11,849–0.652,616 3,584 5,144 6,645 N/A* 11,8490.652,4751,3614,0612,9650.65–– The nominal pull-out strength in tension can be adjustedin accordance with Section 4.1.4 of ICC-ES ESR-2777.† The 3/8" anchor must be limited to uncracked concreteand not used in concrete-filled metal deck applications.†† The notation in brackets is for the 2006 IBC.††† The Ankr-TITE anchor is considered a brittle steelelement as defined by ACI 318 D.1.* Pull-out strength will not control design ofindicated anchors.** For all cases, ψc,N 1.0. The appropriate effectivenessfactor for cracked concrete Kcr or uncracked concreteKuncr must be used.9Expansion AnchorsCharacteristicSymbol UnitsAnchor Category1, 2, or 3–in.Effective Embedment DepthhefSteel Strength in Shear (ACI 318 D.6.1)†††Shear Resistance of SteelVsalbf–Strength Reduction Factor – Steel FailureøsaConcrete Breakout In Shear (ACI 318 D.6.2)in.Load-bearing Length for Shearlein.Nominal Anchor Diameterda[do]††–Strength Reduction Factor – Concrete BreakoutøcbPry-out Strength in Shearkcp–Coefficient for Pry-out Strength (1.0 for hef 2.5 in., 2.0 for hef 2.5 in.)–Strength Reduction Factor – Pry-out FailureøpShear Strength for Seismic Applications (ACI 318 D.3.3.3)VeqlbfShear Resistance of Single Anchor for Seismic Loads (f’c 2,500 psi)–Strength Reduction Factor – Pull-out FailureøeqShear Strength for Sand-Lightweight and Normal-weight Concrete Over Steel DecklbfSteel Strength in Shear for Concrete Over Steel DeckVsa, decklbfSteel Strength in Shear, Concrete Over Steel Deck, SeismicVsa, deck, eqReduction Factor for Steel Strength in Shear, Concrete Over Steel Deckø–
Expansion AnchorsAnkr-TITE Wedge tyshoulderclipdogpoint10Features unique safety shoulderand clip combinationKey Features and Benefits Bolt Size is Hole Size Available in four combinations:1. Zinc plated carbon steel withsteel clip2. Hot-dip galvanized carbon steelwith 304 stainless steel clip3. All 304 stainless steel4. All 316 stainless steel Sets up fast Needs less rotation to achieverequired torque Unique “safety shoulder” Supports clip when anchor is understrain Minimizes bolt-end collapse and/orclip slippage under ultimate loadingconditions Enlarged dimples on clip Reduce slip Increase response in lighter concrete 360 segment contact on clip equalizesload distribution Increases load-carrying capacity More adaptable to/“forgiving” indifferent installation conditionsUSA ENGINEEREDSpecifications, Listingsand ApprovalsDiameters: 1/4" – 1-1/4"Body Carbon Steel: UNS G 10350, AISI 1035 Stainless: AISI 12L14 Type 304 or Type 316FinishZinc: ASTM B633 Type III, SC1Hot-dip galvanized: ASTM A153; B454;B695-82 and MIL-C-81562AClip Carbon steel: ASTM A108 Grade 1018 Stainless steel: Type 304 or Type 316Washer Carbon steel: ANSI/ASME B18.22.1zinc coated Stainless steel: Type 304 or Type 316Nut Carbon steel: ANSI/ASME B18.2.2zinc coated Stainless steel: Type 304 or Type 316Federal Specifications QQZ-325Z, Type II, Class 3 GSA FFS-325 Group II, Type 4, Class 1(Clear Chromate Added) GSA FFS-325 Group II, Type 4, Class 1Code Compliance Miami/Dade NOA: No. 08-0911.02 State DOT Approvals: Call CustomerService for specific information by state888-864-4537 www.wejit.com
Ankr-TITE Wedge AnchorsOrder Information†Carbon Steel Catalog 14121Type *Type Anchor Size(in.)1/4 x 1-3/41/4 x 2-1/41/4 x 3-1/43/8 x 2-1/43/8 x 2-3/43/8 x 33/8 x 3-3/43/8 x 53/8 x 71/2 x 2-3/41/2 x 3-3/41/2 x 4-1/41/2 x 4-1/21/2 x 5-1/21/2 x 71/2 x 8-1/21/2 x 105/8 x 3-1/25/8 x 4-1/45/8 x 55/8 x 65/8 x 75/8 x 8-1/25/8 x 105/8 x 123/4 x 4-1/43/4 x 4-3/43/4 x 5-1/23/4 x 6-1/43/4 x 73/4 x 8-1/23/4 x 103/4 x 127/8 x 67/8 x 87/8 x 101x61x91 x 121-1/4 x 91-1/4 x 12Min. -5/8Thread Box 64/244/164/164/164/16Expansion AnchorsZinc 11412*Stainless Steel Catalog No.† Call for pallet pricing* Special order items: please contact Customer Service, extension 1011. ATG11490 and ATG11412 have a steel clip instead of a stainless steel clip888-864-4537 www.wejit.com11
Ankr-TITE Wedge Anchors*Torque ValuesExpansion AnchorsInstallation Instructions1. Drill the hole, whose diameter equals theanchor diameter, perpendicular to the worksurface. To assure full holding power, do notream the hole or allow the drill to wobble.2. Drill the hole deeper than the intendedembedment, but not closer than twodiameters to the opposite surface of theconcrete.3. A clean hole is necessary for properperformance. Clean the hole using a nylonbrush and compressed air.4. Assemble the nut and washer so that the topof the nut is flush with the top of the anchor.Drive the anchor through the material to befastened so that the nut and washer are flushwith the surface of the material.5. Tighten the nut, or head, 3 to 5 turns pastthe hand tight position. Installing the“Ankr-TITE Series” of anchors with a torquewrench is recommended for optimumperformance. Refer to adjacent chart.*1,23RecommendedSetting Torque (ft lb.)AnchorDia.(in.)for Zinc &GalvanizedStainlessSteelW/OInspectionTurnsTo -53-53-53-53-53-5Recommended Edge Distance & SpacingAnchorDiameter(in.)1/43/8541/2NOTE: Always wear safety glasses. Follow drill manufacturer’s instructions. Use only solidcarbide-tipped drill bits meeting ANSI B212.15 diameter standards.5/83/4Edge DistanceEmbedment (E) in Anchor DiametersEdge DistanceE 6d (shallow)6d E 8d (standard)8d E -3/47-7/83-7/88-5/8410-1/2Edge 4-3/84-1/24-1/25-1/24-1/25-1/26-1/266-3/46-1/277- 7/8Load Adjustment Factor For Anchor SpacingSpacing Tension FAN (all dimensions in inches)Anchor Dia. 00.700.750.790.840.850.860.870.880.891.00Anchor Dia. 981.00Anchor Dia. 44-3/4567Anchor Dia. epth32-1/42-1/22-3/43-1/244-1/25-1/267Anchor Dia. 80.750.800.830.850.900.960.981.00888-864-4537 www.wejit.com
Ankr-TITE Wedge AnchorsLength SelectionLength Identification Codes(A)(B)(C)(D)CodeABCDEFGHI*Nut height equals anchor diameter.Maximum Tensile Capacity For Static LoadsAll Anchor Materials4000 psi ConcreteAnchor& Hole Embed. Tension 1/4824975162- 1368965-5/828733469751-1/4105039046975Ultimate Tension and 453-3/45-1/2CodeJKLMNOPQRLength ofAnchor6 6-1/26-1/2 77 7-1/27-1/2 8
4 888-864-4537 www.wejit.com Page No. Optimal Application Materials cracked concrete normal weight concrete lightweight concrete hollow masonry solid masonry wallboard/ drywall Code Compliance Expansion Anchors: Heavy-duty bolts with an expanding clip or sleeve Ankr-TITE CCAT Wedge Anchors for Cracked and Uncracked Concrete 7 Miami-Dade NOA: #09-0319.05 .
