Tapper+ Concrete Screw Anchor PRODUCT DESCRIPTION

Transcription

1 Tapper+ Concrete Screw PRODUCT DESCRIPTION The Tapper+ fastening system is a complete family of screw anchors for light to meium uty applications in concrete, masonry block, brick, an woo base materials. The Tapper+ is fast an easy to install an provies a neat, finishe appearance. The Tapper+ screw anchor is engineere with matche tolerance rill bits an installation tools esigne to meet the nees of the user an also provie optimum performance. The Tapper+ features a gimlet point for self-rilling into 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. GENERAL APPLICATIONS AND USES Perma-Seal Tappers+ Winow installations Storm shutters Interior han rails Interior lighting fixtures Metal oor frames Threshols Joint flashing Screene Enclosures FEATURES AND BENEFITS + Available in several hea styles + Several colors an finishes to match application + Removable (reusable in woo) + High-low threa esign for greater stability an grip + Does not exert expansion forces + No hole spotting require + Goo corrosion protection with Perma-Seal coating + Gimlet point for self rilling into woo base material APPROVALS International Coe Council, Evaluation Service (ICC-ES), ESR-3068 for uncracke concrete. Coe compliant with the 009 IBC, 009 IRC, 006 IBC, 006 IRC, 003 IBC, 003 IRC an 997 UBC Compliant with the 007 Floria builing coe (Builing an Resiential) Teste in accorance with ACI 355. an ICC-ES AC93 for use in structural concrete, ICC-ES AC06 for use in masonry, ICC-ES AC33 for use in woo, an ICC-ES AC57 for use in pressure treate lumber Evaluate an qualifie by an accreite inepenent testing labortatory for reliability against brittle failure, e.g. hyrogen embrittlement Miami-Dae County Notice of Acceptance (NOA) GUIDE SPECIFICATIONS CSI Divisions: 035-Concrete ing, 0408-Masonry age an Metal Fastenings. Concrete Screw s shall be Tapper+ anchors as supplie by Powers Fasteners, Inc., Brewster, NY. MATERIAL SPECIFICATIONS Component Boy Coating/Plating/Finish Perma-Seal Tapper Case harene carbon steel Perma-Seal coating (various colors) SECTION CONTENTS Page No. General Information... Installation Specifications...,3 Performance Data Orering Information Perma-Seal Coate Carbon Steel Tapper+ ANCHOR MATERIALS Carbon Steel with Perma-Seal Coating ANCHOR SIZE RANGE (TYP.) " iameter x -" length to " iameter x 6" length SUITABLE BASE MATERIALS Normal-weight Concrete Structural Lightweight Concrete Groute Concrete Masonry (CMU) Hollow Concrete Masonry (Lightweight & Normal weight) Soli Brick Masonry Woo This Prouct Available In Powers Design Assist Real Time Design Software INSTALLATION SPECIFICATIONS Perma-Seal Carbon Steel Hex Hea Tapper+, Dimension " " Tapper Drill Bit Size, bit () 5/3 Fixture Clearance Hole, h () 5/6 Hea Height () 7/64 9/64 Hex Hea Wrench/Socket Size 5/6 Washer O.D., w () /3 3/3 Washer Thickness, () /3 /3 " flange hex hea parts have a washer O.D. of 39/64". Perma-Seal Carbon Steel Flat Hea Tapper+, Dimension " " Tapper Drill Bit Size, bit () 5/3 Fixture Clearance Hole, h () 5/6 Phillips Hea O.D., () 3/8 / Phillips Hea Height, () 9/64 Phillips Bit Size (No.) 3 " trim flat hea parts have a hea height of 5/3" an a hea with of 3/3". Canaa: (905) or (54) Powers USA: (800) or (94)

2 Tapper+ Installation Proceure.) Using the proper Tapper+ rill bit size, rill a hole into the base material to the require epth. The tolerances of the Tapper+ bit use must meet the requirements of the publishe range in Table. Note: Step # an # not applicable for woo base materials, rill bit not applicable for woo base materials..) Remove ust an ebris from hole using a han pump, compresse air or a vacuum to remove loose particles left from rilling. 3.) Attach a Tapper 000 installation socket tool for the selecte anchor size to a percussion rill an set the rill to rotary only moe. Mount the screw anchor hea into the socket. For flat hea versions a phillips bit tip must be use with the socket tool. 4.) Place the point of the Tapper+ anchor through the fixture into the prerille hole an rive the anchor until it is fully seate at the proper embement. The socket tool will automatically isengage from the hea of the Tapper+. Tapper+ Detail Hea Marking Matche Tolerance System Legen P Marking = Powers Tapper + + Symbol = Strength Design Compliant Length Ientification Mark Perma-Seal coating provies protection against corrosion Self Tapping Hi-low threa Gimlet Point (Slotte hex hea version picture, flat hea length measure from bottom of hea to tip of anchor) Designe an teste as a system for consistency an reliability Tapper+ Length Coe Ientification System Length ID marking on hea Overall anchor length l anch, (inches) From Up to but not incluing A B C D E F G H I J -/ -/ 3 3-/ 4 4-/ 5 5-/ 6 -/ -/ 3 3-/ 4 4-/ 5 5-/ 6 6-/ Powers USA: (800) or (94) Canaa: (905) or (54)

3 INSTALLATION SPECIFICATIONS Installation Table for Tapper+ in Concrete (Design Provisions of ACI 38 Appenix D) Property/Setting Information Notation Units Nominal outsie anchor iameter a [ o ] Nominal rill bit iameter bit Tapper+ bit tolerance range - nominal embement epth h nom Effective embement h ef hole epth h o concrete member thickness h min ege istance c min spacing istance s min Critical ege istance c ac Installation Table for Tapper+ in Masonry Property/Setting Information Notation Units Nominal outsie anchor iameter Nominal rill bit iameter bit Tapper+ bit tolerance range - nominal embement epth h v hole epth h o Nominal Size () Tapper+ bit 0.70 to (3.) 3- (8.5) (5.4) 3 (76.) Nominal Size () Tapper+ bit Tapper+ bit 0.70 to / Tapper+ bit 0.0 to (3.) 3- (8.5) 3 (76.) 0.0 to / Installation Table for Tapper+ in Woo Property/Setting Information Notation Units Nominal outsie anchor iameter o Nominal rill bit iameter bit. Notation in parenthesis is for the 006 IBC. Nominal Size () Pre-rilling is not require for Tapper+ into woo 3 Canaa: (905) or (54) Powers USA: (800) or (94)

4 Tapper+ STRENGTH DESIGN PERFORMANCE DATA TENSION DESIGN INFORMATION FOR TAPPER+ ANCHOR IN CONCRETE (For use with loa combinations taken from ACI 38, Section 9.),,3,4,5,6,7,8,9 Nominal Size (Inch) Design Characteristic Notation Units category, or 3 - Nominal embement epth h nom STEEL STRENGTH IN TENSION 4 specifie ultimate tensile strength (neck) f 8 ksi uta (N/mm ) A se,n Effective tensile stress area (neck) ( A in se) 9 (mm ) Steel strength in tension N 8 lb sa For SI: inch = 5.4 mm, ksi = N/mm, lbf = kn.. The ata in this table is intene to be use with the esign provisions of ACI 38 Appenix D.. Installation must comply with publishe instructions an etails. 3. All values of f were etermine from the loa combinations of UBC Section 605.., UBC Section 6.., or ACI 38 Section 9.. If the loa combinations of UBC Section 90. or ACI 38 Appenix C are use, the appropriate value of f must be etermine in accorance with ACI 38 D.4.5. For reinforcement that meets ACI 38 Appenix D requirements for Conition A, see ACI 38 D. 4.4 for the appropriate f factor. 4. The Tapper+ anchor is consiere a brittle steel element as efine by ACI 38 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 factor for uncracke concrete (k uncr ) must be use. 6. For all esign cases use Ψc,P =.0. For calculation of Npn, see Section 4..3 of this report. 7. s are permitte to be use in structural san-lightweight concrete in accorance with Section 4..0 of this report. Provie the moification factor l for concrete breakout strength is taken as 0.6. In aition, the pullout strength, Np,uncr must be muliplie by 0.6. as applicable. For ACI 38-05, the values Nb an Np,uncr must be multiplie by 0.6, in Lieu of ACI 38 D For 003 IBC, futa replaces fut; Nsa replaces Ns; an Ψc,N replaces Ψ3. 9. The notation in parenthesis is for the 006 IBC. 00 (689) 0.06 (0.4) Reuction factor for steel strength 3 f CONCRETE BREAKOUT STRENGTH IN TENSION 7 Effective embement h ef Effectiveness factor for concrete breakout k uncr Moification factor for cracke an uncracke concrete 5 Ψ c,n 9 - Critical ege istance c ac,60 (7.).3 (3.).0 See note (76.) Reuction factor for concrete breakout strength 3 f (Conition B) PULLOUT STRENGTH IN TENSION 7 Characteristic pullout strength, uncracke concrete (,500 psi) 6 N lb p,uncr Reuction factor for pullout strength 3 f (Conition B) 635 (.8) 00 (689) (7.3),680 (.0).3 (3.).0 See note (76.) 940 (4.) Powers USA: (800) or (94) Canaa: (905) or (54)

5 PERFORMANCE DATA SHEAR DESIGN INFORMATION FOR TAPPER+ ANCHOR IN CONCRETE (For use with loa combinations taken from ACI 38, Section 9.),,3,4,5,6,7,8 Design Characteristic Notation Units Nominal category, or 3 - Nominal embement epth h nom STEEL STRENGTH IN SHEAR 4 Steel strength in shear 5 For SI: inch = 5.4 mm, lbf = kn. V sa Reuction factor for steel strength 3 f CONCRETE BREAKOUT STRENGTH IN SHEAR 6 Loa bearing length of anchor.3 (h ef or 8 o, whichever is less) l e (3) Nominal anchor iameter a ( o ) Reuction factor for concrete breakout 3 f (Conition B) PRYOUT STRENGTH IN SHEAR 6 Coefficient for pryout strength (.0 for hef <.5,.0 for hef.5 ) k cp lb Effective embement h ef. The ata in this table is intene to be use with the esign provisions of ACI 38 Appenix D.. Installation must comply with publishe instructions an etails. 3. All values of f were etermine from the loa combinations of UBC Section 605.., UBC Section 6.., or ACI 38 Section 9.. If the loa combinations of UBC Section 90. or ACI 38 Appenix C are use, the appropriate value of f must be etermine in accorance with ACI 38 D.4.5. For reinforcement that meets ACI 38 Appenix D requirements for Conition A, see ACI 38 D.4.4 for the appropriate f factor. 4. The Tapper+ anchor is consiere a brittle steel element as efine by ACI 38 D.. 5. Tabulate values for steel strength in shear must be use for esign. 6. s are permitte to be use in structural san-lightweight concrete, for ACI 38-05, the values V b must be multiplie by 0.60, in lieu of ACI 38 D For 003 IBC, V sa replaces V s ; an l e replaces l. 8. The notation in parenthesis is for the 006 IBC. 80 (3.6) (3.) Reuction factor for pryout strength 3 f (Conition B),80 (5.3).3 (3) (3.) 5 Canaa: (905) or (54) Powers USA: (800) or (94)

6 Tapper+ PERFORMANCE DATA Ultimate Loa Capacities for Tapper+ in Normal-Weight Concrete, (6.3) Embement Depth 3/4 3/4 Concrete Compressive Strength f'c =,500 psi (7.3 MPa) f'c = 3,000 psi (0.7 MPa) f'c = 4,000 psi (7.6 MPa) f'c = 6,000 psi (4.4 MPa),40 (5.5),855 (8.3) 985,500 (6.7),30 (5.8),995 (8.9) 985,500 (6.7),430,35 (0.0) 985,500 (6.7),65 (7.),630 (.7) 985,500 (6.7). 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 factor of 4.0 or greater to etermine allowable working loa. Allowable Loa Capacities for Tapper+ in Normal-Weight Concrete,,3 (6.3) Embement Depth 3/4 3/4 Concrete Compressive Strength f'c =,500 psi (7.3 MPa) f'c = 3,000 psi (0.7 MPa) f'c = 4,000 psi (7.6 MPa) f'c = 6,000 psi (4.4 MPa) 30 (.4) 460 (.0) 45 (.) 375 (.7) 35 (.4) 495 (.). Allowable loa capacities liste are calculate using an applie safety factor of 4.0. Consieration of safety factors of 0 or higher may be necessary epening on the application, such as life safety or overhea.. Linear interpolation may be use to etermine allowable loas for intermeiate compressive strengths. 3. Allowable loa capacities are multiplie by loa ajustment factors foun when anchor spacing or ege istances are less than critical istances. 45 (.) 375 (.7) 360 (.6) 555 (.5) 45 (.) 375 (.7) 400 (.8) 655 (.9) 45 (.) 375 (.7) Loa Ajustment Factors for Normal Weight Concrete Ege, c (inches) Ege, (F N ) Dia c cr 3 3 c min Spacing, (F N ) Spacing, s (inches) Dia s cr s min Ege, c (inches) Ege, (F V ) Dia c cr 3 3 c min Spacing, (F V ) Spacing, s (inches) Dia s cr s min Powers USA: (800) or (94) Canaa: (905) or (54)

7 PERFORMANCE DATA Ultimate an Allowable Loa Capacities for Tapper+ s Installe into the Face of Hollow Concrete Masonry,,3. Tabulate loa values are for anchors installe in minimum 8" wie, Grae N, Type II, light-weight or normal weight concrete masonry units conforming to ASTM C 90 that have reache the minimum esignate ultimate compressive strength at the time of installation (f'm,700 psi). Cells maybe groute.. Allowable loa capacities liste are calculate using an applie safety factor of 5.0. Consieration of safety factors of 0 or higher may be necessary epening on the application, such as life safety or overhea. 3. Allowable shear loas into the face shell of a masonry wall may be applie in any irection. 4. The tabulate values for the -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 to 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 to be reuce. 5. The tabulate values for the -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 to 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 to be reuce. Allowable Loa Capacities for Tapper+ s Installe in Clay Brick Masonry,,3,4 Embe. h v -/ -/ -/ -/ Ege En Installation Location. Tabulate loa values are for anchors installe in multiple wythe, minimum Grae SW, soli clay brick masonry walls conforming to 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 factor of 5.0. Consieration of safety factors of 0 or higher may be necessary epening upon the application such as life safety or overhea. 3. Allowable shear loas into 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 Embe. h v (5.4) - (3.8) (5.4) - (3.8) Ege Embe. h v (5.4) -/ En ASTM C-90 Block Type Ege (5.4) -/. Tests in Douglas-Fir Larch with Specific Gravity of 0.4; screw oriente tangental to woo gra Ultimate Loas Light Weight (.5) Normal Weight (.6) Light Weight (.) Normal Weight (4.) Face Mortar Joint Face Mortar Joint Withrawal Capacity 540 (.4) (3.0), (.) 700 (3.) 530 (.4) 740 (3.3) 380 (.7) 300 (.3) 605 (.7) 00 (0.9) Allowable Loas 65 (0.3) 5 (0.5) 00 (0.4) 90 (0.8) 65 (0.7) 90 (0.8) 70 (.) 55 (0.7) Bening Yiel Moment psi (MPa) 67,000 (464) 67,000 (464) 07,000 (740) 07,000 (740) 90 (0.4) 40 (0.6) 90 (0.4) 50 (0.7) 7 Canaa: (905) or (54) Powers USA: (800) or (94)

8 Tapper+ ORDERING INFORMATION (HWH) (PFH) BLUE PERMA-SEAL TAPPER - STANDARD PACK* HWH PFH Box Carton 700SD 740SD " x -" SD 74SD " x " SD 744SD " x -" SD 746SD " x -3/4" SD 748SD " x 3-" SD 750SD " x 3-3/4" SD 75SD " x 4" SD 760SD " x -" SD 76SD " x " SD 764SD " x -" SD 766SD " x -3/4" SD 768SD " x 3-" SD 770SD " x 3-3/4" SD 77SD " x 4" SD 774SD " x 5" SD 776SD " x 6" BLUE PERMA-SEAL TAPPER - MASTER PACK** Drill Bit References HWH PFH Straight SDS Hex 946SD 9476SD " x -" SD 9477SD " x " SD 9478SD " x -" SD 9479SD " x -3/4" SD 9480SD " x 3-" SD 948SD " x 3-3/4" SD 948SD " x 4" SD 9483SD " x -" SD 9484SD " x " SD 9485SD " x -" SD 9486SD " x -3/4" SD 9487SD " x 3-" SD 9488SD " x 3-3/4" SD 9489SD " x 4" SD " x 5" SD " x 6" HWH = Hex Washer Hea (slotte) ; PFH = Phillips Flat Hea ; TFH = Trim Flat Hea ; FHH = Flange Hex Hea. Tapper+ parts have an "SD" esignation ae to 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. Carbie Drill Bits for Perma-Seal TAPPER+ - Straight Shank Cat. No. Size Usable Length St. Tube Wt./ 0 78SD 5/3" x 3-/" 0 78SD 5/3" x 4-/" SD 5/3" x 5-/" SD " x 3-/" 0 786SD " x 4-/" SD " x 5-/" 4 0 / 788SD " x 6-/" 5 0 / 789SD " x 7-/" 6 0 / Carbie Drill Bits for Perma-Seal TAPPER+ - Hex Shank SDS-Plus Cat. No. Size Usable Length St. Tube Wt./ /3" x 5" /3" x 7" " x 5" " x 7" 5 ACCESSORIES Cat. No. Installation Tools for " an " TAPPER+ Description Max Screw Length Max Bit Length Powers USA: (800) or (94) Canaa: (905) or (54) St. Box Wt./ Each 79 *Combo TAPPER 000 Tool 4" 5-/" 3/ SDS Extension (8") 6" 7-/" / * This tool cannot be use with SDS Drill Bits or PFH screws.

9 ORDERING INFORMATION (HWH) (PFH) (HWH) (PFH) (FHH) (TFH) WHITE PERMA-SEAL TAPPER+ - STANDARD PACK* HWH PFH FHH TFH Box Carton 400SD 440SD " x -" SD 44SD " x " SD 444SD " x -" SD 446SD " x -3/4" SD 448SD " x 3-" SD 450SD " x 3-3/4" SD 449SD " x 4" SD 460SD " x -" SD 46SD 8706SD 870SD " x " SD 464SD 8707SD 87SD " x -" SD 466SD 8708SD 87SD " x -3/4" SD 468SD 8709SD 873SD " x 3-" SD 470SD 874SD " x 3-3/4" SD 47SD " x 4" WHITE PERMA-SEAL TAPPER+ - MASTER PACK** Drill Bit References HWH PFH Straight SDS Hex 99SD " x -" SD " x " SD " x -" SD " x -3/4" SD " x 3-" SD " x 3-3/4" SD " x 4" SD 995SD " x -" SD 995SD " x " SD 9953SD " x -" SD 9954SD " x -3/4" SD 9955SD " x 3-" SD 9956SD " x 3-3/4" SD 9957SD " x 4" Shae catalog numbers 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-3068 (FHH) (TFH) SILVER PERMA-SEAL TAPPER - STANDARD PACK* HWH PFH FHH TFH Box Carton 498SD " x -" SD " x " SD " x -" SD " x -3/4" SD " x 3-" SD " x 3-3/4" SD " x 4" SD 506SD " x -" SD 507SD 875SD 879SD " x " SD 508SD 876SD 870SD " x -" SD 509SD 877SD 87SD " x -3/4" SD 50SD 878SD 87SD " x 3-" SD 5SD 873SD " x 3-3/4" SD 5SD " x 4" SILVER PERMA-SEAL TAPPER - MASTER PACK** HWH PFH Drill Bit References Straight SDS Hex 8757SD " x -" SD " x " SD " x -" SD " x -3/4" SD " x 3-" SD " x 3-3/4" SD " x 4" SD 8764SD " x -" SD 8765SD " x " SD 8766SD " x -" SD 8767SD " x -3/4" SD 8768SD " x 3-" SD 8769SD " x 3-3/4" SD 8770SD " x 4" (PFH) (FHH) BRONZE PERMA-SEAL TAPPER - STANDARD PACK* PFH FHH Box Carton 9975SD 9977SD " x " SD 9978SD " x -" Powers Fasteners, Inc. All Rights Reserve. Snake+ is a registere traemark of Powers Fasteners, Inc. For the most current prouct information please visit Canaa: (905) or (54) Powers USA: (800) or (94)