Tapper+ Concrete Screw Anchor

Transcription

1 General Information General Information Tapper+ Concrete Screw Prouct Description The Tapper+ fastening system is a complete family of screw anchors for light meium uty applications in concrete, masonry block, brick, an woo base materials. The Tapper+ is fast an easy install an provies a neat, finishe appearance. The Tapper+ screw anchor is engineere with matche lerance rill bits an installation ols esigne meet the nees of the user an also provie optimum performance. The Tapper+ features a gimlet point for self-rilling in woo base materials without pre-rilling. The Tapper+ screw anchor is available in carbon steel with a Perma-Seal climate coating in several colors. Hea styles inclue a slotte hex washer hea, Phillips flat hea, trim Phillips flat hea an Hex flange washer hea. Section contents General Information... Material Specifications... Installation Specifications... Reference Performance Data...4 Allowable Stress Design (ASD) Design Criteria...5 Masonry Performance Data...6 Strength Design Information...8 Strength Design Performance Data...0 Orering Information... TECH MANUAL 05 POWERS Volume 9/05 rev. f General Applications An Uses Winow installations Srm shutters Interior han rails Interior lighting fixtures Features An Benefits + + Available in several hea styles + + Several colors an finishes match application + + Removable (reusable in woo) + + High-low threa esign for greater stability an grip Metal oor frames Threshols Joint flashing Screene Enclosures + + Does not exert expansion forces + + No hole spotting require + + Goo corrosion protection with Perma-Seal coating + + Gimlet point for self rilling in woo base material Approvals International Coe Council, Evaluation Service (ICC-ES), ESR-068 for uncracke concrete (incluing FBC supplement), ESR-96 for masonry, ESR-04 for woo, ESR- for chemically treate lumber. Coe compliant with the 0 IBC, 0 IRC, 009 IBC, 009 IRC, 006 IBC, an 006 IRC. Teste in accorance with ACI 55. an ICC-ES AC9 (incluing ASTM E 488) for use in structural concrete, ICC- ES AC06 for use in masonry, ICC-ES AC for use in woo, an ICC-ES AC57 for use in pressure treate lumber Evaluate an qualifie by an accreite inepenent testing labortary for reliability against brittle failure, e.g. hyrogen embrittlement Miami-Dae County Notice of Acceptance (NOA) Guie Specifications CSI Divisions: Concrete s, Masonry s, Post- Installe Concrete s an Woo, Plastic, an Composite Fastenings. Concrete Screw s shall be Tapper+ anchors as supplie by Powers Fasteners, Inc., Brewster, NY. Perma-Seal Coate Carbon Steel Tapper+ Materials Carbon Steel with Perma-Seal Coating Size Range (TYP.) /6" iameter x -" 4" lengths " iameter x -" 6" lengths 5/6" iameter x " 6" lengths Suitable Base Materials Normal-weight Concrete Concrete Groute Concrete Masonry, Hollow Concrete Masonry (CMU) Soli Brick Masonry Woo This Prouct Available In Powers Design Assist Real-Time Design Software Coe liste ICC-ES ESR-068 Uncracke concrete Coe liste ICC-ES ESR-04 woo--woo Coe liste ICC-ES ESR-96 Masonry Coe liste ICC-ES ESR- chemically treate lumber

2 Material Specifications Material Specifications Component Boy Coating/Plating/Finish Installation Specifications Perma-Seal Carbon Steel Hex Hea Tapper+ Dimension, /6" " 5/6" Tapper+ Drill Bit Size, bit () 5/" /6" " Fixture Clearance Hole, h () " 5/6" 5/6" Hea Height () 7/64" 9/64" " Hex Hea Wrench/Socket Size " 5/6" 5/6" Washer O.D., w () /" /" 9/6" Washer Thickness, () /" /" /6" Installation Proceure Step Using the proper Wegebit size, rill a hole in the base material the require epth. The lerances of the Wegebit use must meet the requirements of the publishe Wege-bit range Perma-Seal Tapper Case harene carbon steel Perma-seal coating (various colors) Step Remove ust an ebris from the hole. Note: Step # an # not applicable for woo base materials, rill bit not applicable for woo base materials. Hea Marking Legen P Marking = Tapper + + Symbol = Strength Design Compliant Length Ientification Mark H = 5/6" Ientification Mark Tapper+ Length Coe Ientification System Perma-Seal Carbon Steel Flat Hea Tapper+ Dimension, /6" " 5/6" Tapper+ Drill Bit Size, bit () 5/" /6" " Fixture Clearance Hole, h () " 5/6" 5/6" Phillips Hea O.D., () /8" /" 9/6" Phillips Hea Height, () 9/64" /6" 9/" Phillips Bit Size (No.) Step Select a powere impact wrench that oes not excee the maximum rque, Tscrew, for the selecte anchor iameter. Attach an appropriate size hex socket/ river the impact wrench. Mount the screw anchor hea in the socket. For the 5/6" size, select a powere impact wrench that oes not excee the maximum rque, Tscrew, for the selecte anchor iameter. Attach an appropriate size hex socket or phillips bit the impact wrench. Mount the screw anchor hea in the socket or phillips bit. Matche Tolerance System Perma-Seal coating provies protection against corrosion Self Tapping Hi-low threa Step 4 Drive the anchor in the hole until the hea of the anchor comes in contact with the member surface. The anchor shoul be snug after installation. Do not spin the hex socket off the anchor isengage. Insert threae ro or bolt in Vertigo+. For the 5/6" size, rive the anchor with an impact wrench through the fixture an in the hole until the hea of the anchor comes in contact with the fixture. The anchor must be snug after installation. Do not spin the hex socket or phillips bit off the anchor isengage. Designe an teste as a system for consistency an reliability Length ID marking on hea A B C D E F G H I J Overall anchor length lanch, (inches) Gimlet Point From -/ -/ -/ 4 4-/ 5 5-/ 6 Up but not incluing -/ -/ -/ 4 4-/ 5 5-/ 6 6-/ TECH MANUAL 05 POWERS Volume 9/05 rev. f

3 Installation Specifications Installation Table for Tapper+ in Concrete, Property/Setting Information Notation Units outsie iameter rill bit iameter bit Tapper+ bit lerance range - nominal embement epth hole epth ho Size () /6 5/ (.7) / (4.7) (6.4) 5/6 Hex Hea Socket Size - - 5/6 5/6 Phillips Bit Size - - Max Impact Wrench Power (rque) Tscrew ft- (N-m) For SI: inch = 5.4 mm, ft-lbf =.56 N-m.. The minimum base material thickness must be.5 or ", whichever is greater.. See performance ata in concrete for aitional 5/6" Tapper+ embement epths /8 (47.6) - (57) 5 (50) Installation Table for Tapper+ in Masonry Property/Setting Information Notation Units outsie iameter Size () /6 5/ (.) 0.85 (4.7) 0.50 (6.4) rill bit iameter bit /6 5/6 Tapper+ bit lerance range nominal embement epth (Grout Fille Masonry) -/ (8.) -/ (8.) -/ (6.5) hole epth (Grout Fille Masonry) ho -/4 (69.9) nominal embement epth (Hollow Masonry) (5.4) (5.4) -/ (8.) hole epth (Hollow Masonry) ho Hex Hea Socket Size - - 5/6 5/6 Phillips Bit Size (.8) - (.8) TECH MANUAL 05 POWERS Volume 9/05 rev. f Installation Table for Tapper+ in Woo Property/Setting Information outsie iameter rill bit iameter Notation bit Units Size () / (.7) 0.85 (4.7) Pre-rilling is not require for Tapper+ in woo Hex Hea Socket Size - - 5/6 Phillips Bit Size - - Tapper+ Detail l anch h o bit t h nom h o (Slotte hex hea version picture, flat hea length measure from p of hea tip of anchor)

4 Reference Performance Data Reference Performance Data Ultimate Loa Capacities for Tapper+ in Normal-Weight Concrete, /6 5/6 Embe. Depth (49.) -/ (6.5) (76.) f c =,500 psi (7. MPa),40 (5.5),855 (8.),50 (.),65 (5.0),780 (6.8) 985 (4.4),500 (6.7),000,000,000 f c =,000 psi (0.7 MPa),0 (5.8),995,760 (.),65 (6.),780 (6.8) Concrete Compressive Strength 985 (4.4),500 (6.7),000,000,000 f c = 4,000 psi (7.6 MPa),40 (6.4),5 (0.0),85 (4.),65 (6.),780 (6.8) 985 (4.4),500 (6.7),70 (.),70 (.),70 (.) f c = 6,000 psi (4.4 MPa),65 (7.),60 (.7),50 (4.9),65 (6.),780 (6.8). Tabulate loa values are for anchors installe in concrete. Concrete compressive strength must be at the specifie minimum at the time of installation.. Ultimate loa capacities must be reuce by a minimum safety facr of 4.0 or greater etermine allowable working loa. Allowable Loa Capacities for Tapper+ in Normal-Weight Concrete,, /6 5/6 Embe. Depth (49.) -/ (6.5) (76.) f c =,500 psi (7. MPa) 0 (.4) 460 (.0) 60 (.8) 840 (.7) 945 (4.) 45 (.) 75 (.7) 500 (.) 500 (.) 500 (.) f c =,000 psi (0.7 MPa) 5 (.4) 495 (.) 690 (.) 905 (4.0) 945 (4.) Concrete Compressive Strength 45 (.) 75 (.7) 500 (.) 500 (.) 500 (.) f c = 4,000 psi (7.6 MPa) 60 (.6) 555 (.5) 45 (.) 75 (.7) f c = 6,000 psi (4.4 MPa) 400 (.8) 655 (.9) 985 (4.4),500 (6.7),70 (.),70 (.),70 (.) 45 (.) 75 (.7) f c = 8,000 psi (55. MPa),760 (7.8),995 (.),65 (6.),65 (6.),780 (6.8) f c = 8,000 psi (55. MPa). Allowable loa capacities liste are calculate using an applie safety facr of 4.0. Consieration of safety facrs of 0 or higher may be necessary epening on the application, such as life safety or overhea.. Linear interpolation may be use etermine allowable loas for intermeiate compressive strengths.. Allowable loa capacities are multiplie by reuction facrs foun when anchor spacing or ege istances are less than critical istances. 795 (.5) 905 (4.0) 945 (4.) (.0) (.0) (.0) 840 (.7) 905 (4.0) 945 (4.) (.0) (.0) (.0) 440 (.0) 750 (.) 905 (4.0) 905 (4.0) 945 (4.) 985 (4.4),500 (6.7),70 (.),70 (.),70 (.) 45 (.) 75 (.7) (.0) (.0) (.0) TECH MANUAL 05 POWERS Volume 9/05 rev. f 4

5 Allowable Stress Design (ASD) Design Criteria Allowable Stress Design (ASD) Design Criteria Spacing Reuction Facrs - (F NS) Ege Reuction Facrs - (F NC) (in) /6 5/6 Spacing smin (in) Embement (in) -7/8 / Spacing (inches) -/ / / / (in) /6 5/6 Ege cmin (in) -/ Embement (in) -7/ Ege (inches) -/ / / TECH MANUAL 05 POWERS Volume 9/05 rev. f Spacing Reuction Facrs - (F VS) (in) /6 5/6 Spacing smin (in) Embement (in) -7/8 / Spacing (inches) -/ / / / Ege Reuction Facrs - (F VC) (in) /6 5/6 Ege cmin (in) -/ Embement (in) -7/ / Ege (inches) / / /

6 Masonry Performance Data Masonry Performance Data Ultimate an Allowable Loa Capacities for Tapper+ s Installe in the Face of Hollow Concrete Masonry,, /6 5/6 Embe. (5.4) (5.4) - (.8) (5.4) (5.4) - (.8) - (.8) Ege (76.) (76.) En (76.) (76.) ASTM C-90 Block Type 4 40 (.5) (.0) Normal Weight (.6) (.) (.6) 950 Normal Weight 6 (4.) 7,8 90 (4.) Normal Weight 7,005 (4.5) Ultimate Loas 460 (.) 670 (.0) 700 (.) 50 (.4) 80 (.6) 740 (.),90 (5.7),05 (4.6). Tabulate loa values are for anchors installe in minimum 8" wie, Grae N, Type II, light weight or normal weight concrete masonry units conforming ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f m,700 psi).. Allowable loa capacities liste are calculate using an applie safety facr of 5.0. Consieration of safety facrs of 0 or higher may be necessary epening on the application, such as life safety or overhea.. Allowable shear loas in the face shell of a masonry wall may be applie in any irection. 4. The tabulate values for the /6-inch an -inch iameter Tapper+ in light weight block are applicable for anchors installe at a critical spacing between anchors of 6 times the anchor iameter. The anchors may be reuce a minimum spacing istance of 8 times the anchor iameter provie the allowable tension loas are reuce by percent. Allowable shear loas o not nee be reuce. 5. The tabulate values for the /6-inch iameter Tapper+ in normal weight block are applicable for anchors installe at a critical spacing between anchors of 8 times the anchor iameter. 6. The tabulate values for the -inch Tapper+ in normal weight block are applicable for anchors installe at a critical spacing between anchors of 6 times the anchor iameter. The anchors may be reuce a minimum spacing istance of 8 times the anchor iameter provie the allowable tension loas are reuce by 0 percent. Allowable shear loas o not nee be reuce. 7. The tabulate values for the 5/6-inch Tapper+ in lightweight an normal weight block are applicable for anchors installe at a critical spacing between anchors of 6 times the anchor iameter. 8. The tabulate tension value for the 5/6" Tapper+ in lightweight block may be increase by 0% if rilling metho is rotation only. Ultimate an Allowable Loa Capacities for Tapper+ s Installe in the Face of Grout Fille Concrete Masonry,,,4 /6 5/6 Embe. hv -/ (8.) -/ (8.) -/ (6.5) Ege 8 (0.) (76.) 8 (0.) (76.) 8 (0.) 4 (0.6) En (76.) (76.) (76.) (76.) 4 (0.6) 4 (0.6) Installation Location Mortar Face Mortar Face Mortar Face ASTM C-90 Block Type 65 (.8) 40 (.8) 70 (.) 650 (.9),640 (7.),0 (9.4) Ultimate Loas 660 (.9) 600 (.7),00 (4.5),00 (4.5),90 (9.7),900 (8.5) 65 (0.) 90 (0.4) 5 (0.5) 00 (0.4) 5 (0.5) 90 (0.8) 85 (0.8) 00 (0.9) Allowable Loas En (Typ) 90 (0.4) 5 (0.6) 40 (0.6) 90 (0.4) (.) 05 (0.9) Allowable Loas 5 (0.6) 80 (0.4) 45 0 (0.6) 0 (.5) 40 (.9). Tabulate loa values are for /6-inch an -inch anchors installe in minimum 6" wie, Grae N, Type II, light weight concrete masonry units conforming ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f m,500 psi).. Tabulate loa values are for 5/6-inch anchors installe in minimum 8" wie, Grae N, Type II, light weight concrete masonry units conforming ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f m,500 psi).. Allowable loa capacities liste are calculate using an applie safety facr of 5.0. Consieration of safety facrs of 0 or higher may be necessary epening on the application, such as life safety or overhea. 4. Allowable shear loas in the face shell of a masonry wall may be applie in any irection. 0 (0.6) 0 (0.5) 00 (0.9) 00 (0.9) 440 (.0) 80 (.7) Ege (Typ) TECH MANUAL 05 POWERS Volume 9/05 rev. f 6

7 Masonry Performance Data Ultimate an Allowable Loa Capacities for Tapper+ s Installe in the Tops of Grout Fille Concrete Masonry Walls,, /6 5/6 Embe..5 (8.).5 (8.) Ege.5 (8.).5 (8.).75 En (76.) (76.) (76.) ASTM C-90 Block Type Ultimate Loas 450 (.0) 85 (.7),75 (7.7) 50 (.) 780 (.5) 800 (.6) 90 (0.4) (.5) Allowable Loas. Tabulate loa values are for /6-inch an -inch anchors installe in minimum 6" wie, Grae N, Type II, light weight concrete masonry units conforming ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f m,500 psi).. Tabulate loa values are for 5/6-inch anchors installe in minimum 8" wie, Grae N, Type II, light weight concrete masonry units conforming ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f m,500 psi).. Allowable loa capacities liste are calculate using an applie safety facr of 5.0. Consieration of safety facrs of 0 or higher may be necessary epening on the application, such as life safety or overhea. 00 (0.5) En (Typ) Ege (Typ) Allowable Loa Capacities for Tapper+ s Installe in Clay Brick Masonry,,,4 TECH MANUAL 05 POWERS Volume 9/05 rev. f /6 Embe. hv -/ (8.) Ege En Installation Location Face Mortar Joint Face Mortar Joint 80 (.7) 00 (.) 605 (.7) 00 (0.9) (0.8) 70 (.) 55. Tabulate loa values are for anchors installe in multiple wythe, minimum Grae SW, soli clay brick masonry walls conforming ASTM C 6. Mortar must be minimum Type N. Masonry compressive strength must be at the specifie minimum at the time of installation (f m,500 psi).. Allowable loa capacities liste are calculate using an applie safety facr of 5.0. Consieration of safety facrs of 0 or higher may be necessary epening upon the application such as lifesafety or overhea.. Allowable shear loas in the face or mortar joint of the brick masonry wall may be applie in any irection. 4. The tabulate values are applicable for anchors installe at a critical spacing between anchors of times the anchor iameter. Average Withrawal Capacity an Average Bening Yiel Moment of Tapper+ in Woo /6 Embe. hv (5.4) -/ (8.) (5.4) -/ (8.) Ege. Tests in Douglas-Fir Larch with Specific Gravity of 0.4; screw oriente tangental woo gra Ege (Typ) Withrawal Capacity 540 (.4) 80 (.7) (.0),050 (4.7) En (Typ) Bening Yiel psi (MPa) 67,000 (464) 67,000 (464) 07,000 (740) 07,000 (740) 7

8 Strength Design Information Strength Design Information Strength Design Installation Table for Tapper+ Coe liste ICC-ES ESR-068 Property/Setting Information Notation Units /6 5/6 outsie anchor iameter rill bit iameter a bit Tapper+ bit lerance range - nominal embement epth Effective embement hole epth concrete member thickness overall anchor length ege istance spacing istance Critical ege istance Max impact wrench power hef hhole hmin lanch cmin smin cac Tscrew ft- (N-m) 0.45 (.7) / () 0.85 (4.7) () 0.50 (6.4) 5/ /8 (48).0 (76) +- (6.4) +- (6.4) +- (6.4) - (8) - (57) (5) (76) - (8) - (57) (5) (76) - - Phillips bit size (No.) - - For SI: inch = 5.4 mm, ft-lbf =.56 N-m.. The Information presente in this table is be use in conjunction with the esign criteria of ACI 8 Appenix D. Tapper+ Detail l anch h o bit t h nom h o Slotte hex hea version picture, flat hea length is measure from p of hea tip of anchor. h ef - (8) (5) -/ (8) (5) -/ (64) 5 (50) TECH MANUAL 05 POWERS Volume 9/05 rev. f 8

9 Strength Design Information Design Information for Tapper+ in Concrete (For Use with Loa Combinations Taken from ACI 8, Section 9.), Coe liste ICC-ES ESR-068 Size (Inch) Design Characteristic Notation Units /6 5/6 category, or - embement epth specifie ultimate tensile strength (neck) Effective tensile stress area (neck) Steel strength in tension futa STEEL STRENGTH IN TENSION 4 ksi (N/mm ) in Ase,N (Ase) 8 (mm ) Nsa lb 00 (689) 0.06 (0.4),60 (7.) 00 (689) (7.), (.0) Reuction facr for steel strength f CONCRETE BREAKOUT STRENGTH IN TENSION 7 Effective embement hef Effectiveness facr for concrete breakout kuncr (.) Moification facr for cracke an uncracke concrete 5 Ψc,N -.0 See note 5 Critical ege istance cac (76.). (.).0 See note 5 (76.) Reuction facr for concrete breakout strength f (Conition B) -7/8 (48) 00 (689) (8.4) 4,400 (9.6).0 (8).0 See note 5 -/ (64) Characteristic pullout strength, uncracke concrete (,500 psi) 6 Np,uncr PULLOUT STRENGTH IN TENSION 7 lb 65 (.8) 940 (4.) See note 9 Reuction facr for pullout strength f (Conition B) For SI: inch = 5.4 mm, ksi = N/mm, lbf = kn.. The ata in this table is intene be use with the esign provisions of ACI 8 Appenix D.. Installation must comply with publishe instructions an etails.. All values of f were etermine from the loa combinations of UBC Section 605.., UBC Section 6.., or ACI 8 Section 9.. If the loa combinations of UBC Section 90. or ACI 8 Appenix C are use, the appropriate value of f must be etermine in accorance with ACI 8 D.4.4. For reinforcement that meets ACI 8 Appenix D requirements for Conition A, see ACI 8 D. 4. for the appropriate facr. 4. The Tapper+ anchor is consiere a brittle steel element as efine by ACI 8 D.. Tabulate values for steel strength in tension must be use for esign. 5. For all esign cases use Ψc,N =.0. The appropriate effectiveness facr for uncracke concrete (kuncr) must be use. 6. For all esign cases use Ψc,P =.0. For calculation of Npn, see Section 4.. of this report. For the calculation of Np,uncr, the nominal pullout strength can be ajuste by calculation accoring : f'c f'c Npn,f'c = Np,uncr ( (, psi),,500 )n Npn,f'c = Np,uncr ( 7. (N,MPa) )n Where f c is the specifie concrete compressive strength an whereby the exponent n = 0. for the /6-inch-iameter (4.8mm) anchors, n = 0.4 for -inch-iameter (6.4mm) anchors an n = 0.5 for 5/6-inch-iameter (7.9mm) anchors. 7. s are permitte be use in san-lightweight provie that Nb, an Np,uncr are multiplie by a facr of The notation in parenthesis is for the 006 IBC. 9. Pullout strength oes not control esign of inicate anchors. Do not calculate pullout strength for inicate anchor size an embement. TECH MANUAL 05 POWERS Volume 9/05 rev. f 9

10 Strength Design Performance Data Design Information for Tapper+ in Concrete (For use with loa combinations taken from ACI 8, Section 9.), Coe liste ICC-ES ESR-068 Design Characteristic Notation Units /6" " 5/6" category, or - embement epth Steel strength in shear 5 Vsa STEEL STRENGTH IN SHEAR 4 lb Reuction facr for steel strength f CONCRETE BREAKOUT STRENGTH IN SHEAR 6 Loa bearing length of anchor (hef or 8o, whichever is less) le anchor iameter a (o) 7 Reuction facr for concrete breakout f (Conition B) PRYOUT STRENGTH IN SHEAR 6 Coefficient for pryout strength (.0 for hef <.5,.0 for hef.5 ) kcp Effective embement hef Reuction facr for pryout strength f (Conition B) For SI: inch = 5.4 mm, lbf = kn.. The ata in this table is intene be use with the esign provisions of ACI 8 Appenix D.. Installation must comply with publishe instructions an etails.. All values of f were etermine from the loa combinations of UBC Section 605.., UBC Section 6.., or ACI 8 Section 9.. If the loa combinations of UBC Section 90. or ACI 8 Appenix C are use, the appropriate value of f must be etermine in accorance with ACI 8 D.4.4. For reinforcement that meets ACI 8 Appenix D requirements for Conition A, see ACI 8 D.4. for the appropriate facr. 4. The Tapper+ anchor is consiere a brittle steel element as efine by ACI 8 D.. 5. Tabulate values for steel strength in shear must be use for esign. 6. s are permitte be use in san-lightweight concrete provie that Vb is multiplie by 0.60, in lieu of ACI 8 D The notation in parenthesis is for the 006 IBC. Strength Design Performance Data 80 (.6). () 0.45 (.7). (.) an Design Strengths for Tapper+ in Uncracke Concrete () Embe. (),80 (5.). () 0.85 (4.7). (.) -7/8 (48),475 (.).0 (8) 0.50 (6.4).0 (7.9) Concrete Compressive Strength f'c =,500 psi f'c =,000 psi f'c = 4,000 psi f'c = 6,000 psi f'c = 8,000 psi fnn () fvn () fnn () fvn () fnn () fvn () fnn () fvn () fnn () / /6-7/ ,40,075,95,5,60,485 - Steel Strength Controls - Concrete Breakout Strength Controls - Pullout/Pryout Strength Controls - Tabular values are provie for illustration an are applicable for single anchors installe in normalweight concrete with minimum slab thickness, ha = hmin, an with the following conitions: - ca is greater than or equal the critical ege istance, cac (table values base on ca = cac). - ca is greater than or equal.5 times ca. - Calculations were performe accoring ACI 8- Appenix D. The loa level corresponing the controlling failure moe is liste. (e.g. For tension: steel, concrete breakout an pullout; For shear: steel, concrete breakout an pryout). Furthermore, the capacities for concrete breakout strength in tension an pryout strength in shear are calculate using the effective embement values, hef, for the selecte anchors as note in the esign information tables. Please also reference the installation specifications for more information. - Strength reuction facrs (ø) were base on ACI 8 Section 9. for loa combinations. Conition B is assume. 4- Tabular values are permitte for static loas only, seismic loaing is not consiere with these tables. 5- For esigns that inclue combine tension an shear, the interaction of tension an shear loas must be calculate in accorance with ACI 8 Appenix D. 6- Interpolation is not permitte be use with the tabular values. For intermeiate base material compressive strengths please see ACI 8 Appenix D. For other esign conitions incluing seismic consierations please see ACI 8 Appenix D. Ca Ca ha fvn () TECH MANUAL 05 POWERS Volume 9/05 rev. f 0

11 Orering Information TECH MANUAL 05 POWERS Volume 9/05 rev. f Orering Information (HWH) Blue Perma-Seal Tapper+ - Stanar Pack* Quantities HWH PFH Box Carn 700SD 740SD /6" x -" SD 74SD /6" x " SD 744SD /6" x -" SD 746SD /6" x -/4" SD 748SD /6" x -" SD 750SD /6" x -/4" SD 75SD /6" x 4" SD 760SD " x -" SD 76SD " x " SD 764SD " x -" SD 766SD " x -/4" SD 768SD " x -" SD 770SD " x -/4" SD 77SD " x 4" SD 774SD " x 5" SD 776SD " x 6" Blue Perma-Seal Tapper+ - Master Pack** Drill Bit References Quantities HWH PFH Straight SDS Hex 946SD 9476SD /6" x -" SD 9477SD /6" x " SD 9478SD /6" x -" SD 9479SD /6" x -/4" SD 9480SD /6" x -" SD 948SD /6" x -/4" SD 948SD /6" x 4" SD 948SD " x -" SD 9484SD " x " SD 9485SD " x -" SD 9486SD " x -/4" SD 9487SD " x -" SD 9488SD " x -/4" SD 9489SD " x 4" SD " x 5" SD " x 6" Carbie Drill Bits for Perma-Seal Tapper+ Straight Shank Cat. No. Size Usable Length St. Tube Wt./ 0 78SD 5/" x -/" 0 78SD 5/" x 4-/" 0 78SD 5/" x 5-/" SD /6" x -/" 0 786SD /6" x 4-/" 0 787SD /6" x 5-/" 4 0 / 788SD /6" x 6-/" 5 0 / 789SD /6" x 7-/" 6 0 / Carbie Drill Bits for Perma-Seal Tapper+ Hex Shank SDS-Plus Cat. No. Size Usable Length St. Tube Wt./ 0 79SD 5/" x 5" 794SD 5/" x 7" 5 796SD /6" x 5" 797SD /6" x 7" 5 79SD 5/" x 5" 794SD 5/" x 7" 5 796SD /6" x 5" 797SD /6" x 7" 5 Installation Tools for /6" an " Tapper+ Cat. No. Description HWH = Hex Washer Hea (slotte) ; PFH = Phillips Flat Hea ; TFH = Trim Flat Hea ; FHH = Flange Hex Hea. Tapper+ parts have an SD esignation ae the catalog number. * - One Tapper+ rill bit inclue in each stanar box. ** - Drill bit not inclue with master pack. Shae catalog numbers enote sizes which are less than the minimum stanar anchor length for strength esign. Max Screw Length Max Bit Length St. Box Wt./ Each 79 *Combo TAPPER 000 Tool 4" 5-/" / SDS Extension (8") 6" 7-/" / * This ol cannot be use with SDS Drill Bits or PFH screws.

12 Orering Information (HWH) (FHH) (TFH) White Perma-Seal Tapper+ - Stanar Pack* Quantities HWH PFH FHH TFH Box Carn 400SD 440SD - - /6" x -" SD 44SD - - /6" x " SD 444SD - - /6" x -" SD 446SD - - /6" x -/4" SD 448SD - - /6" x -" SD 450SD - - /6" x -/4" SD 449SD - - /6" x 4" SD 460SD - - " x -" SD 46SD 8706SD 870SD " x " SD 464SD 8707SD 87SD " x -" SD 466SD 8708SD 87SD " x -/4" SD 468SD 8709SD 87SD " x -" SD 470SD - 874SD " x -/4" SD 47SD - - " x 4" White Perma-Seal Tapper+ - Master Pack** Drill Bit References Quantities HWH PFH Straight SDS Hex - 99SD /6" x -" SD /6" x " SD /6" x -" SD /6" x -/4" SD /6" x -" SD /6" x -/4" SD /6" x 4" SD 995SD " x -" SD 995SD " x " SD 995SD " x -" SD 9954SD " x -/4" SD 9955SD " x -" SD 9956SD " x -/4" SD 9957SD " x 4" Shae catalog enote sizes which are less than the minimum stanar anchor length for strength esign. Flange Hex Hea parts are not inclue in the scope of ESR-068. (HWH) (FHH) (TFH) Silver Perma-Seal Tapper+ - Stanar Pack* Quantities HWH PFH FHH TFH Box Carn - 498SD - - /6" x -" SD - - /6" x " SD - - /6" x -" SD - - /6" x -/4" SD - - /6" x -" SD - - /6" x -/4" SD - - /6" x 4" SD 506SD - - " x -" SD 507SD 875SD 879SD " x " SD 508SD 876SD 870SD " x -" SD 509SD 877SD 87SD " x -/4" SD 50SD 878SD 87SD " x -" SD 5SD - 87SD " x -/4" SD 5SD - - " x 4" Silver Perma-Seal Tapper+ - Master Pack** Drill Bit References Quantities HWH PFH Straight SDS Hex SD /6" x -" SD /6" x " SD /6" x -" SD /6" x -/4" SD /6" x -" SD /6" x -/4" SD /6" x 4" SD 8764SD " x -" SD 8765SD " x " SD 8766SD " x -" SD 8767SD " x -/4" SD 8768SD " x -" SD 8769SD " x -/4" SD 8770SD " x 4" (FHH) Blue Perma-Seal Tapper+ - Stanar Pack* Quantities PFH FHH Box Carn 9975SD 9977SD " x " SD 9978SD " x -" TECH MANUAL 05 POWERS Volume 9/05 rev. f

13 Orering Information Silver Perma-Seal Tapper+ Xtreme Stanar Pack* Quantity HWH THH PFH TFH Box Carn 00SD 0SD - 40SD 5/6" x " SD SD SD 4SD 5/6" x -" SD 4SD 4SD 44SD 5/6" x -/4" SD 6SD 6SD 46SD 5/6" x -" SD 8SD 8SD 48SD 5/6" x 4" SD - 0SD 50SD 5/6" x 5" SD - 5/6" x 6" White Perma-Seal Tapper+ Xtreme Stanar Pack* Quantity HWH THH PFH TFH Box Carn 00SD 0SD - 40SD 5/6" x " SD SD SD 4SD 5/6" x -" SD 4SD 4SD 44SD 5/6" x -/4" SD 6SD 6SD 46SD 5/6" x -" SD 8SD 8SD 48SD 5/6" x 4" SD - 0SD 50SD 5/6" x 5" SD 5SD 5/6" x 6" White Perma-Seal finishes available by orer. (HWH) (thh) (tfh) (HWH) (thh) (tfh) Bronze Perma-Seal Tapper+ Xtreme Stanar Pack* Quantity HWH THH PFH TFH Box Carn 600SD 60SD - 640SD 5/6" x " SD 6SD 6SD 64SD 5/6" x -" SD 64SD 64SD 644SD 5/6" x -/4" SD 66SD 66SD 646SD 5/6" x -" SD 68SD 68SD 648SD 5/6" x 4" SD - 60SD 650SD 5/6" x 5" SD 65SD 5/6" x 6" Bronze Perma-Seal finishes available by orer. (HWH) (thh) (tfh) TECH MANUAL 05 POWERS Volume 9/05 rev. f HWH = Hex Washer Hea (slotte) ; PFH = Phillips Flat Hea ; TFH = Trim Flat Hea ; FHH = Flange Hex Hea. * - One Tapper+ rill bit inclue in each stanar box. Shae catalog numbers enote sizes which are less than the minimum stanar anchor length for strength esign. Installation Tools for Tapper+ Xtreme Cat. No. Description St. Box Wt./ Each 9SD Tapper+ Xtreme Installation Kit inclues: # Phillips Impact Power Bit 5/6" Impact Reay Nut Driver " x 6" SDS+ Tapper+/Wege Bit " x 8" Wege Bit SDS+ /4 Carbie Drill Bits for 5/6" Perma-Seal Tapper+ SDS-Plus Size Useable Length St. Tube Wt./0 04 5/6" x 6" 4" 05 5/6" x 8" 6"