tapper+ Concrete Screw Anchor

Transcription

1 tappr+ Concrt Scrw Anchor product DscRiption Th Tappr+ fastning systm is a complt family of scrw anchors for light mium uty applications in concrt, masonry block, brick, an woo bas matrials. Th Tappr+ is fast an asy install an provis a nat, finish apparanc. Th Tappr+ scrw anchor is nginr with match lranc rill bits an installation ols sign mt th ns of th usr an also provi optimum prformanc. Th Tappr+ faturs a gimlt point for slf-rilling in woo bas matrials without pr-rilling. Th Tappr+ scrw anchor is availabl in carbon stl with a Prma-Sal climat coating in svral colors. Ha styls inclu a slott hx washr ha, Phillips flat ha, trim Phillips flat ha an Hx flang washr ha. SECTION CONTENTS Mini Tappr+ Dropin Pag No. Gnral Information... Installation Spcifications... ASD Installation Spcifications... Rfrnc Prformanc Data... 4 ASD Dsign Critria...5 Masonry Prformanc Data...6 Strngth Dsign Information...9 SD Prformanc Data... Orring Information... gnral applications and Uss Winow installations Intrior han rails Mtal oor frams Joint flashing Srm shuttrs Intrior lighting fixturs Thrshols Scrn Enclosurs faturs and bnfits + Availabl in svral ha styls + Svral colors an finishs match application + Rmovabl (rusabl in woo) + High-low thra sign for gratr stability an grip + Dos not xrt xpansion forcs + No hol spotting rquir + Goo corrosion protction with Prma-Sal coating + Gimlt point for slf rilling in woo bas matrial approvals Intrnational Co Council, Evaluation Srvic (ICC-ES), ESR-068 for uncrack concrt (incluing FBC supplmnt), ESR-04 for woo, ESR- for chmically trat lumbr. Co compliant with th Intrnational Builing Co (IBC) an th Intrnational Rsintial Co (IRC). Tst in accoranc with ACI 55. an ICC-ES AC9 (incluing ASTM E 488) for us in structural concrt, ICC- ES AC06 for us in masonry, ICC-ES AC for us in woo, an ICC-ES AC57 for us in prssur trat lumbr Evaluat an qualifi by an accrit inpnnt tsting labortary for rliability against brittl failur,.g. hyrogn mbrittlmnt Miami-Da County Notic of Accptanc (NOA) Prma-Sal Coat Carbon Stl Tappr+ ANCHOR MATERIALS Carbon Stl with Prma-Sal Coating ANCHOR SIZE RANGE (TYP.) /6 iamtr x - 4 lngths iamtr x - 6 lngths 5/6 iamtr x 6 lngths SUITABLE BASE MATERIALS Normal-wight Concrt Lightwight Concrt Grout Concrt Masonry, Hollow Concrt Masonry (CMU) Soli Brick Masonry Woo guid spcifications CSI Divisions: Concrt Anchors, Masonry Anchors, Post-Install Concrt Anchors an Woo, Plastic, an Composit Fastnings. Concrt Scrw Anchors shall b Tappr+ anchors as suppli by Powrs Fastnrs, Inc., Brwstr, NY. matrial spcifications Anchor Componnt Anchor Boy Coating/Plating/Finish Prma-Sal Tappr Cas harn carbon stl Prma-sal coating (various colors) This Prouct Availabl In Powrs Dsign Assist Ral Tim Anchor Dsign Softwar Powrs USA: (800) or (94) Canaa: (905) or (54)

2 Tappr+ installation spcifications Prma-Sal Carbon Stl Hx Ha Tappr+ Anchor Diamtr, Dimnsion /6 5/6 Tappr+ Drill Bit Siz, bit () 5/ /6 Fixtur Claranc Hol, h () 5/6 5/6 Ha Hight () 7/64 9/64 Hx Ha Wrnch/Sockt Siz 5/6 5/6 Washr O.D., w () / / 9/6 Washr Thicknss, () / / /6 Prma-Sal Carbon Stl Flat Ha Tappr+ Anchor Diamtr, Dimnsion /6 5/6 Tappr+ Drill Bit Siz, bit () 5/ /6 Fixtur Claranc Hol, h () 5/6 5/6 Phillips Ha O.D., () /8 / 9/6 Phillips Ha Hight, () 9/64 /6 9/ Phillips Bit Siz (No.) Installation Procur.) Using th propr Tappr+ rill bit siz, rill a hol in th bas matrial th rquir pth. Th lrancs of th Tappr+ bit us must mt th rquirmnts of th publish rang in Tabl..) Rmov ust an bris from hol using a han pump, comprss air or a vacuum rmov loos particls lft from rilling..) For /6 an sizs, attach a Tappr 000 installation sockt ol for th slct anchor siz a prcussion rill an st th rill rotary only mo. Mount th scrw anchor ha in th sockt. For flat ha vrsions a phillips bit tip must b us with th sockt ol. 4.) For /6 an sizs, plac th point of th Tappr+ anchor through th fixtur in th prrill hol an riv th anchor until it is fully sat at th propr mbmnt. Th sockt ol will aumatically isngag from th ha of th Tappr+. Not: Stp # an # not applicabl for woo bas matrials, rill bit not applicabl for woo bas matrials. For th 5/6 siz, slct a powr impact wrnch that os not xc th maxumum rqu, T scrw, for th slct anchor iamtr. Attach an appropriat siz hx sockt or phillips bit th impact wrnch. Mount th scrw anchor ha in th sockt or phillips bit. For th 5/6 siz, riv th anchor with an impact wrnch through th fixtur an in th hol until th ha of th anchor coms in contact with th fixtur. Th anchor must b snug aftr installation. Do not spin th hx sockt or phillips bit off th anchor isngag. Ha Marking Lgn P Marking = Powrs Tappr + + Symbol = Strngth Dsign Compliant Anchor Lngth Intification Mark H = 5/6 Diamtr Intification mark Match Tolranc Systm Prma-Sal coating provis protction against corrosion Slf Tapping Hi-low thra Gimlt Point Dsign an tst as a systm for consistncy an rliability Tappr+ Lngth Co Intification Systm Lngth ID marking on ha A B C D E F G H I J Ovrall anchor lngth l anch, (inchs) From -/ -/ -/ 4 4-/ 5 5-/ 6 Up but not incluing -/ -/ -/ 4 4-/ 5 5-/ 6 6-/ Canaa: (905) or (54) 6-46 Powrs USA: (800) or (94) 5-600

3 Tappr+ Installation Spcifications Installation Tabl for Tappr+ in Concrt Anchor Proprty/Stting Information Notation Units Anchor outsi iamtr Nominal rill bit iamtr bit Tappr+ bit lranc rang - mbmnt pth h v hol pth h o Nominal Anchor Siz () /6 5/ (.7) /6 Tappr+ Bit (4.7) Tappr+ Bit (6.4) 5/6 Tappr+ Bit Hx Ha Sockt Siz - - 5/6 5/6 Phillips Bit Siz - - Max Impact Wrnch Powr T scrw ft- (N-m) For SI: inch = 5.4 mm, ft-lbf =.56 N-m. Installation Tabl for Tappr+ in Masonry Anchor Proprty/Stting Information Notation Units Anchor outsi iamtr Nominal rill bit iamtr bit Tappr+ bit lranc rang - mbmnt pth (Grout Fill Masonry) h v - - Nominal Anchor Siz () /8 (47.6) - (57) 5 (50) /6 5/ (.) /6 Tappr+ Bit / (8.) 0.85 (4.7) Tappr+ Bit / (8.) 0.50 (6.4) 5/6 Tappr+ Bit / (6.5) hol pth (Grout Fill Masonry) h o mbmnt pth h (Hollow Masonry) v (5.4) (5.4) hol pth - - (Hollow Masonry) h o (.8) (.8) Hx Ha Sockt Siz - - 5/6 5/6 Phillips Bit Siz - - -/4 (69.9) -/ (8.) Installation Tabl for Tappr+ in Woo Anchor Proprty/Stting Information Notation Units Nominal Anchor Siz () /6 Anchor outsi iamtr (.7) (4.7) Pr-rilling is not rquir for Tappr+ in Nominal rill bit iamtr bit woo Hx Ha Sockt Siz - - 5/6 Phillips Bit Siz - - Tappr+ Anchor Dtail h v (Slott hx ha vrsion pictur, flat ha lngth masur from botm of ha tip of anchor) Powrs USA: (800) or (94) Canaa: (905) or (54)

4 Tappr+ Rfrnc Prformanc Data Ultimat Loa Capacitis for Tappr+ in Normal-Wight Concrt, Nominal Anchor Diamtr Embmnt Dpth Concrt Comprssiv Strngth f c =,500 psi (7. MPa) f c =,000 psi (0.7 MPa) f c = 4,000 psi (7.6 MPa) f c = 6,000 psi (4.4 MPa) f c = 8,000 psi (55. MPa) /6 5/6 (49.) -/ (6.5) (76.),40 (5.5),855 (8.),50 (.),65 (5.0),780 (6.8) 985 (4.4),500 (6.7),000 (8.9),000 (8.9),000 (8.9),0 (5.8),995 (8.9),760 (.),65 (6.),780 (6.8) 985 (4.4),500 (6.7),000 (8.9),000 (8.9),000 (8.9),40 (6.4),5 (0.0),85 (4.),65 (6.),780 (6.8) 985 (4.4),500 (6.7),70 (.),70 (.),70 (.),65 (7.),60 (.7),50 (4.9),65 (6.),780 (6.8) 985 (4.4),500 (6.7),70 (.),70 (.),70 (.),760 (7.8),995 (.),65 (6.),65 (6.),780 (6.8) 985 (4.4),500 (6.7),70 (.),70 (.),70 (.). Tabulat loa valus ar for anchors install in concrt. Concrt comprssiv strngth must b at th spcifi minimum at th tim of installation.. Ultimat loa capacitis must b ruc by a minimum safty facr of 4.0 or gratr trmin allowabl working loa. Allowabl Loa Capacitis for Tappr+ in Normal-Wight Concrt,, Nominal Anchor Diamtr Embmnt Dpth Concrt Comprssiv Strngth f c =,500 psi (7. MPa) f c =,000 psi (0.7 MPa) f c = 4,000 psi (7.6 MPa) f c = 6,000 psi (4.4 MPa) f c = 8,000 psi (55. MPa) /6 5/6 (49.) -/ (6.5) (76.) 0 (.4) 460 (.0) 60 (.8) 840 (.7) 945 (4.) 45 (.) 75 (.7) 500 (.) 500 (.) 500 (.) 5 (.4) 495 (.) 690 (.) 905 (4.0) 945 (4.) 45 (.) 75 (.7) 500 (.) 500 (.) 500 (.) 60 (.6) 555 (.5) 795 (.5) 905 (4.0) 945 (4.) 45 (.) 75 (.7) (.0) (.0) (.0) 400 (.8) 655 (.9) 840 (.7) 905 (4.0) 945 (4.) 45 (.) 75 (.7) (.0) (.0) (.0) 440 (.0) 750 (.) 905 (4.0) 905 (4.0) 945 (4.) 45 (.) 75 (.7) (.0) (.0) (.0). Allowabl loa capacitis list ar calculat using an appli safty facr of 4.0. Consiration of safty facrs of 0 or highr may b ncssary pning on th application, such as lif safty or ovrha.. Linar intrpolation may b us trmin allowabl loas for intrmiat comprssiv strngths.. Allowabl loa capacitis ar multipli by ruction facrs foun whn anchor spacing or g istancs ar lss than critical istancs. 4 Canaa: (905) or (54) 6-46 Powrs USA: (800) or (94) 5-600

5 Tappr+ Allowabl strss sign (ASD) sign critria Spacing Ruction Facrs - (F NS ) Eg Distanc Ruction Facrs- (F NC ) Diamtr (in) /6 5/6 Diamtr (in) /6 5/6 Critical Spacing S cr (in) Critical Eg Distanc c cr (in) -/ Spacing s min (in) Eg Distanc c min (in) -/ M Slab Thicknss h min (in) M Slab Thicknss h min (in) Embmnt h v (in) -7/8 Embmnt h v (in) -7/8 Spacing Distanc (inchs) / / / Eg Distanc (inchs) / / / / / Spacing Ruction Facrs - (F VS ) Eg Distanc Ruction Facrs - (F VC ) Diamtr (in) /6 5/6 Diamtr (in) /6 5/6 Critical Spacing S cr (in) Critical Eg Distanc c cr (in).7.7. Spacing s min (in) Eg Distanc c min (in) -/ M Slab Thicknss h min (in) M Slab Thicknss h min (in) Embmnt h v (in) -7/8 Embmnt h v (in) -7/8 Spacing Distanc (inchs) / / / Eg Distanc (inchs) / / / / / / Powrs USA: (800) or (94) Canaa: (905) or (54)

6 Tappr+ MASONry prformanc ata Ultimat an Allowabl Loa Capacitis for Tappr+ Anchors Install in th Fac of Hollow Concrt Masonry,, Nominal Anchor Diamtr /6 5/6 Emb. h v (5.4) (5.4) - (.8) (5.4) (5.4) - (.8) - (.8) Eg Distanc (76.) (76.) En Distanc (76.) (76.) ASTM C-90 Block Typ Lightwight 4 40 (.5) Lightwight (.0) Normal Wight (.6) Lightwight (.) Lightwight (.6) Normal Wight (4.) Lightwight 7,8 90 (4.) Normal Wight 7,005 (4.5) Ultimat Loas. Tabulat loa valus ar for anchors install in minimum 8 wi, Gra N, Typ II, light wight or normal wight concrt masonry units conforming ASTM C 90 that hav rach th minimum signat ultimat comprssiv strngth at th tim of installation (f m,700 psi).. Allowabl loa capacitis list ar calculat using an appli safty facr of 5.0. Consiration of safty facrs of 0 or highr may b ncssary pning on th application, such as lif safty or ovrha.. Allowabl shar loas in th fac shll of a masonry wall may b appli in any irction. 4. Th tabulat valus for th /6-inch an -inch iamtr Tappr+ in light wight block ar applicabl for anchors install at a critical spacing btwn anchors of 6 tims th anchor iamtr. Th anchors may b ruc a minimum spacing istanc of 8 tims th anchor iamtr provi th allowabl tnsion loas ar ruc by prcnt. Allowabl shar loas o not n b ruc. 5. Th tabulat valus for th /6-inch iamtr Tappr+ in normal wight block ar applicabl for anchors install at a critical spacing btwn anchors of 8 tims th anchor iamtr. 6. Th tabulat valus for th -inch Tappr+ in normal wight block ar applicabl for anchors install at a critical spacing btwn anchors of 6 tims th anchor iamtr. Th anchors may b ruc a minimum spacing istanc of 8 tims th anchor iamtr provi th allowabl tnsion loas ar ruc by 0 prcnt. Allowabl shar loas o not n b ruc. 7. Th tabulat valus for th 5/6-inch Tappr+ in lightwight an normal wight block ar applicabl for anchors install at a critical spacing btwn anchors of 6 tims th anchor iamtr. 8. Th tabulat tnsion valu for th 5/6 Tappr+ in lightwight block may b incras by 0% if rilling mtho is rotation only. 460 (.) 670 (.0) 700 (.) 50 (.4) 80 (.6) 740 (.),90 (5.7),05 (4.6) 65 (0.) 90 (0.4) 5 (0.5) 00 (0.4) 5 (0.5) 90 (0.8) 85 (0.8) 00 (0.9) Allowabl Loas Ultimat an Allowabl Loa Capacitis for Tappr+ Anchors Install in th Fac of Grout Fill Concrt Masonry,,,4 Nominal Anchor Diamtr /6 5/6 Emb. h v -/ (8.) -/ (8.) -/ (6.5) Eg Distanc 8 (0.) (76.) 8 (0.) (76.) 8 (0.) 4 (0.6) En Distanc (76.) (76.) (76.) (76.) 4 (0.6) 4 (0.6) Installation Location Mortar Fac Mortar Fac Mortar Fac ASTM C-90 Block Typ Lightwight Lightwight Lightwight Lightwight Lightwight Lightwight Ultimat Loas 65 (.8) 40 (.8) 70 (.) 650 (.9),640 (7.),0 (9.4) 660 (.9) 600 (.7),00 (4.5),00 (4.5),90 (9.7),900 (8.5) 5 (0.6) 80 (0.4) 45 0 (0.6) 0 (.5) 40 (.9) Allowabl Loas. Tabulat loa valus ar for /6-inch an -inch anchors install in minimum 6 wi, Gra N, Typ II, light wight concrt masonry units conforming ASTM C 90 that hav rach th minimum signat ultimat comprssiv strngth at th tim of installation (f m,500 psi).. Tabulat loa valus ar for 5/6-inch anchors install in minimum 8 wi, Gra N, Typ II, light wight concrt masonry units conforming ASTM C 90 that hav rach th minimum signat ultimat comprssiv strngth at th tim of installation (f m,500 psi).. Allowabl loa capacitis list ar calculat using an appli safty facr of 5.0. Consiration of safty facrs of 0 or highr may b ncssary pning on th application, such as lif safty or ovrha. 4. Allowabl shar loas in th fac shll of a masonry wall may b appli in any irction. 90 (0.4) 5 (0.6) 40 (0.6) 90 (0.4) (.) 05 (0.9) 0 (0.6) 0 (0.5) 00 (0.9) 00 (0.9) 440 (.0) 80 (.7) 6 Canaa: (905) or (54) 6-46 Powrs USA: (800) or (94) 5-600

7 Tappr+ MASONry prformanc ata Ultimat an Allowabl Loa Capacitis for Tappr+ Anchors Install in th Tops of Grout Fill Concrt Masonry Walls,, Nominal Anchor Diamtr /6 5/6 Emb. h v.5 (8.).5 (8.) Eg Distanc.5 (8.).5 (8.).75 En Distanc (76.) (76.) (76.) ASTM C-90 Block Typ Lightwight Lightwight Lightwight Ultimat Loas 450 (.0) 85 (.7),75 (7.7) 50 (.) 780 (.5) 800 (.6) 90 (0.4) (.5) Allowabl Loas. Tabulat loa valus ar for /6-inch an -inch anchors install in minimum 6 wi, Gra N, Typ II, light wight concrt masonry units conforming ASTM C 90 that hav rach th minimum signat ultimat comprssiv strngth at th tim of installation (f m,500 psi).. Tabulat loa valus ar for 5/6-inch anchors install in minimum 8 wi, Gra N, Typ II, light wight concrt masonry units conforming ASTM C 90 that hav rach th mini mum signat ultimat comprssiv strngth at th tim of installation (f m,500 psi).. Allowabl loa capacitis list ar calculat using an appli safty facr of 5.0. Consiration of safty facrs of 0 or highr may b ncssary pning on th application, such as lif safty or ovrha. 00 (0.5) Powrs USA: (800) or (94) Canaa: (905) or (54)

8 Tappr+ Prformanc Data Allowabl Loa Capacitis for Tappr+ Anchors Install in Clay Brick Masonry,,,4 Nominal Anchor Diamtr Emb. h v Eg Distanc En Distanc Installation Location /6 -/ (8.) Fac Mortar Joint Fac Mortar Joint 80 (.7) 00 (.) 605 (.7) 00 (0.9) (0.8) 70 (.) 55. Tabulat loa valus ar for anchors install in multipl wyth, minimum Gra SW, soli clay brick masonry walls conforming ASTM C 6. Mortar must b minimum Typ N. Masonry comprssiv strngth must b at th spcifi minimum at th tim of installation (f m,500 psi).. Allowabl loa capacitis list ar calculat using an appli safty facr of 5.0. Consiration of safty facrs of 0 or highr may b ncssary pning upon th application such as lifsafty or ovrha.. Allowabl shar loas in th fac or mortar joint of th brick masonry wall may b appli in any irction. 4. Th tabulat valus ar applicabl for anchors install at a critical spacing btwn anchors of tims th anchor iamtr. Avrag Withrawal Capacity an Avrag Bning Yil Momnt of Tappr+ in Woo Nominal Anchor Diamtr Emb. h v Eg Distanc Withrawal Capacity Bning Yil Momnt psi (MPa) /6 (5.4) -/ (8.) 540 (.4) 80 (.7) 67,000 (464) 67,000 (464) (5.4) -/ (8.) (.0),050 (4.7) 07,000 (740) 07,000 (740). Tsts in Douglas-Fir Larch with Spcific Gravity of 0.4; scrw orint tangntal woo gra 8 Canaa: (905) or (54) 6-46 Powrs USA: (800) or (94) 5-600

9 Tappr+ Installation Spcifications Strngth Dsign Installation Tabl for Tappr+ Anchor Proprty/Stting Information Notation Units /6 5/6 Nominal outsi anchor iamtr a Nominal rill bit iamtr bit Tappr+ bit lranc rang - nominal mbmnt pth h nom Effctiv mbmnt h f hol pth h hol concrt mmbr thicknss h min ovrall anchor lngth l anch g istanc c min spacing istanc s min Critical g istanc c ac Max impact wrnch powr T scrw ft- (N-m) 0.45 (.7) /6 Tappr+ Bit () (5) - (8) - (57) (5) (76) 0.85 (4.7) Tappr+ Bit () (5) - (8) - (57) (5) (76) (6.4) 5/6 Tappr+ Bit /8 (48).0 (76) - (57) - (8) (5) -/ (8) (5) -/ (64) 5 (50) Phillips bit siz (No.) - - For SI: inch = 5.4 mm, ft-lbf =.56 N-m.. Th Information prsnt in this tabl is b us in conjunction with th sign critria of ACI 8 Appnix D. Tappr+ Anchor Dtail h nom h hol Slott hx ha vrsion pictur, flat ha lngth is masur from p of ha tip of anchor. Powrs USA: (800) or (94) Canaa: (905) or (54)

10 Tappr+ Strngth Dsign Information Dsign Information for Tappr+ Anchor in Concrt (For Us with Loa Combinations Takn from ACI 8, Sction 9.),,,4,5,6,7,8,9 Dsign Charactristic Notation Units Nominal Anchor Siz (Inch) /6 5/6 Anchor catgory, or - Nominal mbmnt pth h nom STEEL STRENGTH IN TENSION 4-7/8 (48) spcifi ultimat tnsil strngth (nck) f uta 8 ksi (N/mm ) 00 (689) 00 (689) 00 (689) Effctiv tnsil strss ara (nck) As,N in (As) 9 (mm ) 0.06 (0.4) (7.) (8.4) Stl strngth in tnsion N sa 8 lb,60 (7.), (.0) 4,400 (9.6) Ruction facr for stl strngth f CONCRETE BREAKOUT STRENGTH IN TENSION 7 Effctiv mbmnt h f. (.). (.).0 (8) Effctivnss facr for concrt brakout k uncr Moification facr for crack an uncrack concrt 5 Ψ c,n S not 5.0 S not 5.0 S not 5 Critical g istanc c ac (76.) (76.) -/ (64) Ruction facr for concrt brakout strngth f (Conition B) PULLOUT STRENGTH IN TENSION 7 Charactristic pullout strngth, uncrack concrt (,500 psi) N lb 6 p,uncr 65 (.8) 940 (4.) S not 0 Ruction facr for pullout strngth f (Conition B) For SI: inch = 5.4 mm, ksi = N/mm, lbf = kn.. Th ata in this tabl is intn b us with th sign provisions of ACI 8 Appnix D.. Installation must comply with publish instructions an tails.. All valus of f wr trmin from th loa combinations of UBC Sction 605.., UBC Sction 6.., or ACI 8 Sction 9.. If th loa combinations of UBC Sction 90. or ACI 8 Appnix C ar us, th appropriat valu of f must b trmin in accoranc with ACI 8 D.4.5. For rinforcmnt that mts ACI 8 Appnix D rquirmnts for Conition A, s ACI 8 D. 4.4 for th appropriat f facr. 4. Th Tappr+ anchor is consir a brittl stl lmnt as fin by ACI 8 D.. Tabulat valus for stl strngth in tnsion must b us for sign. 5. For all sign cass us Ψ c,n =.0. Th appropriat ffctivnss facr for uncrack concrt (k uncr ) must b us. 6. For all sign cass us Ψ c,p =.0. For calculation of Npn, s Sction 4.. of this rport. 7. Anchors ar prmitt b us in structural san-lightwight provi that N b, N q an N pn ar multipli by a facr of For 00 IBC, f uta rplacs f ut ; N sa rplacs N s ; an Ψ c,n rplacs Ψ. 9. Th notation in parnthsis is for th 006 IBC. 0. Pullout strngth os not control sign of inicat anchors. Do not calculat pullout strngth for inicat anchor siz an mbmnt. 0 Canaa: (905) or (54) 6-46 Powrs USA: (800) or (94) 5-600

11 Tappr+ Strngth Dsign information Dsign Information for Tappr+ Anchor in Concrt (For us with loa combinations takn from ACI 8, Sction 9.),,,4,5,6,7,8 Dsign Charactristic Notation Units Nominal Anchor Diamtr /6 5/6 Anchor catgory, or - Nominal mbmnt pth h nom STEEL STRENGTH IN SHEAR 4-7/8 (48) Stl strngth in shar 5 V sa lb Ruction facr for stl strngth f (.6),80 (5.),475 (.) CONCRETE BREAKOUT STRENGTH IN SHEAR 6 Loa baring lngth of anchor (h f or 8 o, whichvr is lss) l. (). ().0 (8) Nominal anchor iamtr a ( o ) 0.45 (.7) 0.85 (4.7) 0.50 (6.4) Ruction facr for concrt brakout f (Conition B) PRYOUT STRENGTH IN SHEAR 6 Cofficint for pryout strngth (.0 for hf <.5,.0 for hf.5 ) k cp Effctiv mbmnt h f Ruction facr for pryout strngth f (Conition B) For SI: inch = 5.4 mm, lbf = kn.. (.). (.).0 (7.9). Th ata in this tabl is intn b us with th sign provisions of ACI 8 Appnix D.. Installation must comply with publish instructions an tails.. All valus of f wr trmin from th loa combinations of UBC Sction 605.., UBC Sction 6.., or ACI 8 Sction 9.. If th loa combinations of UBC Sction 90. or ACI 8 Appnix C ar us, th appropriat valu of f must b trmin in accoranc with ACI 8 D.4.5. For rinforcmnt that mts ACI 8 Appnix D rquirmnts for Conition A, s ACI 8 D.4.4 for th appropriat f facr. 4. Th Tappr+ anchor is consir a brittl stl lmnt as fin by ACI 8 D.. 5. Tabulat valus for stl strngth in shar must b us for sign. 6. Anchors ar prmitt b us in structural san-lightwight concrt, for ACI 8-05, th valus V b must b multipli by 0.60, in liu of ACI 8 D For 00 IBC, V sa rplacs V s ; an l rplacs l. 8. Th notation in parnthsis is for th 006 IBC. Powrs USA: (800) or (94) Canaa: (905) or (54)

12 Tappr+ strngth sign prformanc ata an Dsign Strngths for Tappr+ in Uncrack Concrt,500,000 4,000 6,000 8,000 h nom fnn fvn fnn fvn fnn fvn fnn fvn fnn fvn f / /6-7/ ,060,40,5,95,485,60,485 Lgn Stl Strngth Controls Concrt Brakout Strngth Controls Anchor Pullout/Pryout Strngth Controls. Tabular valus ar provi for illustration an ar applicabl for singl anchors install in normal-wight concrt with minimum slab thicknss, h a = h min, an with th following conitions: - c a is gratr than or qual th critical g istanc, c ac (tabl valus bas on c a = c ac ). - c a is gratr than or qual.5 c a.. Calculations wr prform accoring ACI 8-08 Appnix D. Th loa lvl corrsponing th controlling failur mo is list. (.g. For tnsion: stl, concrt brakout an pullout; For shar: stl, concrt brakout an pryout). Furthrmor, th capacitis for concrt brakout strngth in tnsion an pryout strngth in shar ar calculat using th ffctiv mbmnt valus, h f, for th slct anchors as not in th sign information tabls. Plas also rfrnc th installation spcifications for mor information.. Strngth ruction facrs (f) wr bas on ACI 8 Sction 9. for loa combinations. Conition B is assum. 4. Tabular valus ar prmitt for static loas only, sismic loaing is not consir with ths tabls. c a h a 5. For signs that inclu combin tnsion an shar, th intraction of tnsion an shar loas must b calculat in accoranc with ACI 8 Appnix D. 6. Intrpolation is not prmitt b us with th tabular valus. For intrmiat bas matrial comprssiv strngths plas s ACI 8 Appnix D. For othr sign conitions incluing sismic consirations plas s ACI 8 Appnix D. Canaa: (905) or (54) 6-46 Powrs USA: (800) or (94) 5-600

13 Tappr+ orring information (HWH) Blu Prma-Sal Tappr - Stanar Pack* Quantitis Scrw Siz HWH PFH Box Carn 700SD 740SD /6 x SD 74SD /6 x SD 744SD /6 x SD 746SD /6 x -/ SD 748SD /6 x SD 750SD /6 x -/ SD 75SD /6 x SD 760SD x SD 76SD x SD 764SD x SD 766SD x -/ SD 768SD x SD 770SD x -/ SD 77SD x SD 774SD x SD 776SD x Blu Prma-Sal Tappr - Mastr Pack** Drill Bit Rfrncs Scrw Siz Quantitis HWH PFH Straight SDS Hx 946SD 9476SD /6 x SD 9477SD /6 x SD 9478SD /6 x SD 9479SD /6 x -/ SD 9480SD /6 x SD 948SD /6 x -/ SD 948SD /6 x SD 948SD x SD 9484SD x SD 9485SD x SD 9486SD x -/ SD 9487SD x SD 9488SD x -/ SD 9489SD x SD x SD x HWH = Hx Washr Ha (slott) ; PFH = Phillips Flat Ha ; TFH = Trim Flat Ha ; FHH = Flang Hx Ha. Tappr+ parts hav an SD signation a th catalog numbr. * - On Tappr+ rill bit inclu in ach stanar box. ** - Drill bit not inclu with mastr pack. Sha catalog numbrs not sizs which ar lss than th minimum stanar anchor lngth for strngth sign. Carbi Drill Bits for Prma-Sal TAPPER+ - Straight Shank Cat. No. Siz Usabl Lngth St. Tub 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 / Carbi Drill Bits for Prma-Sal TAPPER+ - Hx Shank SDS-Plus Cat. No. Siz Usabl Lngth St. Tub Wt./ 0 79SD 5/ x 5 794SD 5/ x SD /6 x 5 797SD /6 x 7 5 accssoris Cat. No. Installation Tools for /6 an TAPPER+ Dscription Max Scrw Lngth Max Bit Lngth St. Box Wt./ Each 79 *Combo TAPPER 000 Tool 4 5-/ / SDS Extnsion (8 ) 6 7-/ / * This ol cannot b us with SDS Drill Bits or PFH scrws. Powrs USA: (800) or (94) Canaa: (905) or (54)

14 Tappr+ orring information (HWH) (HWH) (FHH) (FHH) (TFH) (TFH) Whit Prma-Sal Tappr+ - Stanar Pack* Quantitis Scrw Siz HWH PFH FHH TFH Box Carn 400SD 440SD /6 x SD 44SD /6 x SD 444SD /6 x SD 446SD /6 x -/ SD 448SD /6 x SD 450SD /6 x -/ SD 449SD /6 x SD 460SD x SD 46SD 8706SD 870SD x SD 464SD 8707SD 87SD x SD 466SD 8708SD 87SD x -/ SD 468SD 8709SD 87SD x SD 470SD 874SD x -/ SD 47SD x Whit Prma-Sal Tappr+ - Mastr Pack** Drill Bit Rfrncs Scrw Siz Quantitis HWH PFH Straight SDS Hx 99SD /6 x SD /6 x SD /6 x SD /6 x -/ SD /6 x SD /6 x -/ SD /6 x SD 995SD x SD 995SD x SD 995SD x SD 9954SD x -/ SD 9955SD x SD 9956SD x -/ SD 9957SD x Sha catalog numbrs not sizs which ar lss than th minimum stanar anchor lngth for strngth sign. Flang Hx Ha parts ar not inclu in th scop of ESR-068 Silvr Prma-Sal Tappr - Stanar Pack* Quantitis Scrw Siz HWH PFH FHH TFH Box Carn 498SD /6 x SD /6 x SD /6 x SD /6 x -/ SD /6 x SD /6 x -/ SD /6 x SD 506SD x SD 507SD 875SD 879SD x SD 508SD 876SD 870SD x SD 509SD 877SD 87SD x -/ SD 50SD 878SD 87SD x SD 5SD 87SD x -/ SD 5SD x Silvr Prma-Sal Tappr - Mastr Pack** Drill Bit Rfrncs Scrw Siz Quantitis HWH PFH Straight SDS Hx 8757SD /6 x SD /6 x SD /6 x SD /6 x -/ SD /6 x SD /6 x -/ SD /6 x SD 8764SD x SD 8765SD x SD 8766SD x SD 8767SD x -/ SD 8768SD x SD 8769SD x -/ SD 8770SD x (FHH) Bronz Prma-Sal Tappr - Stanar Pack* Quantitis Scrw Siz PFH FHH Box Carn 9975SD 9977SD x SD 9978SD x Canaa: (905) or (54) 6-46 Powrs USA: (800) or (94) 5-600

15 Tappr+ ordring information (HWH) (HWH) (THH) (TFH) (THH) (TFH) Whit Prma-Sal Tappr+ Xtrm Stanar Pack* Quantity Scrw Siz 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" Silvr Prma-Sal Tappr+ Xtrm Stanar Pack* Quantity Scrw Siz 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" (HWH) (THH) Installation Tools for Tappr+ Xtrm Cat. No. Dscription St. Box Wt./ Each 9SD Tappr+ Xtrm Installation Kit inclus: # Phillips Impact Powr Bit 5/6" Impact Ray Nut Drivr " x 6" SDS+ Tappr+/Wg Bit " x 8" Wg Bit SDS+ /4 Whit an bronz Prma-Sal fi nishs availabl by spcial orr. Bronz Prma-Sal Tappr+ Xtrm Stanar Pack* Quantity Scrw Siz 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 5/6" x 6" Carbi Drill Bits for 5/6 Prma-Sal Tappr+ SDS-Plus Siz Usabl Lngth St. Tub Wt./0 04 5/6 x /6 x 8 6 * - On Tappr+ Drill Bit inclu in ach stanar box 0 Powrs Fastnrs, Inc. All Rights Rsrv. Tappr+ is a rgistr tramark of Powrs Fastnrs, Inc. For th most currnt prouct information plas visit Powrs USA: (800) or (94) Canaa: (905) or (54)