Wedge-Bolt+ Screw Anchor

Transcription

1 Wedge-Bolt+ Screw PRODUCT DESCRIPTION The Wedge-Bolt+ anchor s a one pece, heavy duty screw anchor wth a fnshed hex head. It s smple to nstall, easy to dentfy and fully removable. The Wedge-Bolt+ has features and benefts that make t well suted for many applcatons. The steel threads along the anchor body tap nto the hole durng nstallaton to provde keyed engagement. Sutable base materals nclude normal-weght concrete, structural sand-lghtweght concrete, concrete over steel deck, concrete masonry and sold clay brck. GENERAL APPLICATIONS AND USES Rackng, shelvng and materal handlng Support ledgers and temporary attachments Interor applcatons/low level corroson envronment Retrofts, repars and mantenance Fencng and ralng Sesmc and wnd loadng FEATURES AND BENEFITS + Consstent performance n hgh and low strength concrete + can be nstalled through standard fxture holes + Wedge-bt sze s matched to the nomnal anchor dameter + Dameter, length and dentfyng markng stamped on head of each anchor + Fast nstallaton wth a powered mpact wrench + One-pece, fnshed head desgn elmnates mproper assembly or mssng components SECTION CONTENTS Page No. General Informaton... 1 Materal Specfcatons... 1 Installaton Specfcatons... Installaton Instructons... SD Factored Desgn Strength... ASD Performance Data...6 Masonry Performance Data...9 Desgn Crtera...11 SD Performance Data... 1 Orderng Informaton Wedge-Bolt+ ANCHOR MATERIALS Znc plated carbon steel body and hex washer head or mechancally galvanzed carbon steel body and hex washer head APPROVALS AND LISTINGS Internatonal Code Councl, Evaluaton Servce (ICC-ES), ESR-6 for concrete. Internatonal Code Councl, Evaluaton Servce (ICC-ES), ESR-1678 for concrete masonry Code complant wth the 0 IBC, 0 IRC, 009 IBC, 009 IRC, 006 IBC, 006 IRC, 00 IBC, 00 IRC Tested n accordance wth ACI. and ICC-ES AC19 for use n structural applcatons n concrete under the desgn provsons of ACI 18 (Strength Desgn method usng Appendx D) Evaluated and qualfed by an accredted ndependent testng laboratory for recognton n cracked and uncracked concrete ncludng sesmc and wnd loadng (Category 1 anchors) Evaluated and qualfed by an accredted ndependent testng labortatory for relablty aganst brttle falure, e.g. hydrogen embrttlement Tested n accordance wth ASTM E88 and AC106 crtera GUIDE SPECIFICATIONS CSI Dvsons: Concrete s, Masonry s and Post- Installed Concrete s. Screw anchors shall be Wedge-Bolt+ as suppled by Powers Fasteners, Inc., Brewster, NY. s shall be nstalled n accordance wth publshed nstructons and the Authorty Havng Jursdcton. ANCHOR SIZE RANGE (TYP.) 1/ dameter through / dameter (see orderng nformaton) SUITABLE BASE MATERIALS Normal-weght concrete Structural sand-lghtweght concrete Concrete over steel deck Grouted concrete masonry (CMU) Sold clay brck E SEISMIC REGION QUALIFICATION MATERIAL SPECIFICATIONS component Body and hex washer head Platng Specfcaton Case hardened low carbon steel Znc platng accordng to ASTM B 6, SC1 Type III (Fe/Zn ). platng requrements for Mld Servce Condton. Mechancally Galvanzed Znc platng accordng to ASTM B 69, Class Ths Product Avalable In Powers Desgn Assst Real Tme Desgn Software Powers USA: (800) - Canada: (90) or (1)

2 Installaton specfcatons Installaton Table for Wedge-Bolt+ (Desgn Provsons of ACI 18 Appendx D) Property/ Settng Informaton Notaton Unts Nomnal anchor dameter d a dameter of hole clearance n fxture d h Nomnal drll bt dameter d bt Wedge-bt tolerance range - nomnal embedment depth h nom Effectve embedment h ef concrete member thckness 1 h mn Crtcal edge dstance 1 c ac edge dstance 1 c mn spacng dstance 1 s mn hole depth 1 h o overall anchor length l anch Maxmum mpact wrench power (torque) T screw ft.-. (N-m) Nomnal Sze 1/ /8 / (6.) (9.) (.7) (1.9) /16 7/16 9/16 11/ (7.9) (11.1) (1.) (17.) 1/ /8 / Wedge-bt Wedge-bt Wedge-bt Wedge-bt Wedge-bt 0. to to to to to / -1/8 - -1/ -/8-1/ () () (6) (89) (8) (111) (108) (8) (6) () (6) () (79) (7) -1/ (8) (89) (10) (10) (1) (1) (178) (178) -/ - 6 (6) (10) (70) (10) (11) (7) (7) (1) / 1-/ 1-/ 1-/ 1-/ 1-/ (8) (8) () () () () () () - -/ - (1) (6) (6) (89) (6) (9) (76) (11) -1/ (1) (7) (76) (10) (10) (7) (7) -1/ (7) (6) (76) (10) (10) (7) (7) (16) () (07) (7) () Impact wrench socket sze - 7/16 9/16 / 1/16 1-1/8 Head heght - 7/ 1/6 7/16 19/ 1. For nstallatons through the sofft of steel deck nto concrete, see the nstallaton detal. s n the lower flute may be nstalled wth a maxmum 1-nch offset n ether drecton from center of the flute. In addton, anchors shall have an axal spacng along the flute equal to the greater of h ef or 1. tmes the flute wdth. Wedge-Bolt+ Detal Hex Head Marketng Legend Dameter and Length Indentfcaton Mark + Symbol = Strength Desgn Complant (see orderng nformaton) Matched Tolerance System Hex Washer Head Serrated Undersde Dual Thread Profle Blue Tp Markng Blue Wedge-bt Desgned and tested as a system for consstency and relablty Canada: (90) or (1) Powers USA: (800) -

3 Installaton specfcatons Installaton Instructons for Wedge-Bolt+ 1.) Usng the proper Wedge-Bt sze, drll a hole nto the base materal to the requred depth. The tolerances of the carbde Wedge-Bt used must meet the requrements of the publshed Wedge-Bt range..) Remove dust and debrs from the hole..) Select a powered mpact wrench that does not exceed the maxmum torque, T screw for the selected anchor dameter. Attach an approprate szed hex socket to the mpact wrench. Mount the screw anchor head nto the socket..) Drve the anchor through the fxture and nto the hole untl the head of the anchor comes nto contact wth the fxture. The anchor should be snug after nstallaton. Do not spn the hex socket off the anchor to dsengage. Installaton Detal for Wedge-Bolt+ Installed nto Topsde of Steel Deck Assembles Installaton Detal for Wedge-Bolt+ Installed Through Sofft of Steel Deck nto Concrete Powers USA: (800) - Canada: (90) or (1)

4 factored resstance strength (øn n and øv n ) Calculated n accordance wth appendx d: 1. Tabular values are provded for llustraton and are applcable for sngle anchors nstalled n normal-weght concrete wth mnmum slab thckness, h a = h mn, and wth the followng condtons: - c a1 s greater than or equal to the crtcal edge dstance, c ac (table values based on c a1 = c ac ). - c a s greater than or equal to 1. tmes c a1.. Calculatons were performed accordng to ACI 18-0 Appendx D. The load level correspondng to the controllng falure mode s lsted. (e.g. For tenson: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capactes for concrete breakout strength n tenson and pryout strength n shear are calculated usng the effectve embedment values, h ef, for the selected Ca1 anchors as noted n the desgn nformaton tables. Please also reference the nstallaton specfcatons for more nformaton. Ca ha. Strength reducton factors (ø) were based on ACI 18 Secton 9. for load combnatons. Condton B s assumed.. Tabular values are permtted for statc loads only, sesmc loadng s not permtted wth these tables.. For desgns that nclude combned tenson and shear, the nteracton of tenson and shear loads must be calculated n accordance wth ACI 18 Appendx D. 6. Interpolaton s not permtted to be used wth the tabular values. For ntermedate base materal compressve strengths please see ACI 18 Appendx D. For other desgn condtons ncludng sesmc consderatons please see ACI 18 Appendx D. and Factored Resstance Strength for Wedge-Bolt+ n Cracked Concrete Nomnal Sze () Nomnal Embed. h nom ( ) Concrete Compressve Strength, f c (ps),00,000,000 6,000 8,000 1/ 1-/ /8-1/ ,00 1,00 1,190 1,190 1,60 1,60 1,68 1,68 1,17 1,1 1,8 1,0 1,8 1, 1,81 1,770,100,0-1,9 1,91,110,09,0,0,98,96,0,0-1/ 1,7 1,870 1,90,00,19,6,690,900,10, -/8,790,78,0,00,,0,0,,990,980 / -1/,70,180,00,8,6,0,,9,90,690 and Factored Resstance Strength for Wedge-Bolt+ n Uncracked Concrete Nomnal Sze () Nomnal Embed. h nom ( ) Concrete Compressve Strength, f c (ps),00,000,000 6,000 8,000 1/ 1-/ ,060 1,10 1, 1,9 1,8 1,610 1,8 /8-1/8 1,0 1,0 1, 1, 1,680 1,670,060,0,7,60 1,6 1,600 1,81 1,7,09,0,6,80,96,86 -,08,680,80,9,90,8,780,10,0,780-1/,0,680,80,89,100,0,800,090,8,7 -/8,60,900,80,70,90,90 6,600 6,00 7,6 6,97 / -1/,870,,0,880,89,6,99 6,900 6,9 7,96 Legend Steel Strength Controls Concrete Breakout Strength Controls Pullout/Pryout Strength Controls Canada: (90) or (1) Powers USA: (800) -

5 factored resstance strength (øn n and øv n ) Calculated n accordance wth appendx d: 1. Tabular values are provded for llustraton and are applcable for sngle anchors nstalled n normal-weght concrete wth mnmum slab thckness, h a = h mn, and wth the followng condtons: - c a1 s greater than or equal to the crtcal edge dstance, c ac (table values based on c a1 = c ac ). - c a s greater than or equal to 1. tmes c a1.. Calculatons were performed accordng to ACI 18-0 Appendx D. The load level correspondng to the controllng falure mode s lsted. (e.g. For tenson: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capactes for concrete breakout strength n tenson and pryout strength n shear are calculated usng the effectve embedment values, h ef, for the selected anchors as noted n the desgn nformaton tables. Please also reference the nstallaton Ca1 specfcatons for more nformaton. Ca ha. Strength reducton factors (ø) were based on ACI 18 Secton 9. for load combnatons. Condton B s assumed.. Tabular values are permtted for statc loads only, sesmc loadng s not consdered wth these tables.. For desgns that nclude combned tenson and shear, the nteracton of tenson and shear loads must be calculated n accordance wth ACI 18 Appendx D. 6. Interpolaton s not permtted to be used wth the tabular values. For ntermedate base materal compressve strengths please see ACI 18 Appendx D. For other desgn condtons ncludng sesmc consderatons please see ACI 18 Appendx D. and Factored Resstance Strength wth 1-/ Edge Dstance for Wedge-Bolt+ n Cracked Concrete Nomnal Sze () Nomnal Embed. h nom ( ) Concrete Compressve Strength, f c (ps),00,000,000 6,000 8,000 1/ 1-/ /8-1/ / / / -1/ and Factored Resstance Strength wth 1-/ Edge Dstance for Wedge-Bolt+ n Uncracked Concrete Nomnal Sze () Nomnal Embed. h nom ( ) Concrete Compressve Strength, f c (ps),00,000,000 6,000 8,000 1/ 1-/ /8-1/ , , , , ,8-1/ , , 1,10 1, -/ , ,0 1,1 1, / -1/ , ,9 80 1,61 Legend Concrete Breakout Strength Controls Powers USA: (800) - Canada: (90) or (1)

6 ASd performance data Ultmate Load Capactes for Wedge-Bolt+ Installed nto Normal-Weght Concrete at Crtcal Spacng and Edge Dstances 1,, Dameter 1/ (6.) /8 (9.) (.7) (1.9) / Embedment Depth 1 (.) 1- (8.1) (0.8) 1- (8.1) (0.8) - (0.8) (11.) (7.0) - - (11.) (7.0) - (19.7) 6 (1.) 70 (.) 1,0 (6.),00 (10.8),0 (1.8) 1,900 (8.6),000 (1.),100 (18.),800 (6.1) 7,00 (.8),860 (.9),100 (18.),90 (6.6) 6,060 (7.) 7,60 (.0),0 (1.),60 (0.),70 (.7) 8,0 (7.1) 10,780 (8.) 1,00 (9.9),0 (19.),70 (.7) 7,0 (.0) 9,0 (1.6) 11,0 (1.0) 1,0 (60.) 1,0 (69.9) Concrete Compressve Strength (f c),000 ps (1.8 Mpa),000 ps (7.6 Mpa) 6,000 ps (1. Mpa) 90 (.0),000 (8.8),000 (8.8),000 (8.8),760 (.),100 (1.7),0 (1.),0 (18.),80 (1.),960 (.0),800 (.8) 6,00 (7.) 8,00 (.6) 8,660 (9.0) 7,00 (.) 7,90 (.) 8,60 (8.) 9,0 (.) 10,60 (6.) 11,60 (0.) 9,80 (.1) 10,60 (6.) 11,60 (0.9) 1,0 (8.) 1,780 (6.7) 16,60 (7.0) 18,0 (80.6) 1,0 (6.0),10 (9.6),90 (17.7),660 (1.0),0 (11.),90 (17.6),0 (.9) 7,70 (.8) 10,10 (.6),90 (17.7),00 (.) 7,800 (.1) 8,80 (8.),60 (6.8),70 (1.) 7,80 (.) 10,00 (.),760 (7.) 1,00 (69.8) 18,0 (8.0) 6,80 (9.) 9,0 (1.9),10 (.6) 1,80 (61.1) 1,00 (67.6) 16,60 (7.1) 17,900 (80.6) 1,880 (8.),080 (9.),080 (9.),080 (9.),0 (1.),0 (1.),0 (1.),0 (19.),00 (.1),680 (.) 6,80 (8.8) 7,0 (.) 8,160 (6.) 9,080 (0.9) 10,0 (.) 10,0 (.) 10,0 (.) 11,10 (9.),00 (.),960 (7.6),0 1,80 (6.9) 17,0 (77.9) 18,660 (8.0) 19,70 (89.8) 0,80 (9.7) 1,960 (97.6) 1. Tabulated load values are for anchors nstalled n concrete. Concrete compressve strength must be at the specfed mnmum at the tme of nstallaton.. Ultmate load capactes must be reduced by a mnmum safety factor of.0 or greater to determne allowable workng load.. Allowable load capactes are multpled by reducton factors found n the Desgn Crtera secton when anchor spacng or edge dstances are less than crtcal dstances. 1,660 (7.),80 (11.),980 (.),60 (.7),00 (1.7),00 (.) 7,0 (.0) 9,900 (.6),0 (6.0),780 (1.) 6,80 (8.8) 9,80 (.) 11,900 (.6),60 (6.8) 6,900 (1.1) 8,960 (0.) 11,00 (9.7) 1,0 (6.) 17,600 (79.) 0,860 (9.9) 8,700 (9.) 11,60 (1.1) 1,00 (6.1) 16,70 (7.) 19,00 (87.),080 (99.),760 (111.),160 (9.6),60 (10.0),680 (11.9),680 (11.9),600 (.9),600 (.9),600 (.9),600 (.9),600 (.9) 7,600 (.8) 7,960 (.) 7,960 (.) 8,600 (8.) 9,600 (.) 10,180 (.) 11,00 (0.7) 11,00 (0.7),080 (.7),760 (6.7) 1,80 (9.9) 1,800 (6.8) 16,00 (7.9) 18,000 (80.0) 19,80 (88.) 1,700 (96.),60 (10.8),0 (11.0) 6 Canada: (90) or (1) Powers USA: (800) -

7 ASd performance data Ultmate and Allowable Load Capactes for Wedge-Bolt+ Installed nto Structural Lghtweght Concrete 1,,, Nomnal Dameter d 1/ (6.) /8 (9.) (.7) (1.9) / Embedment Depth h v (0.8) 1- (8.1) (0.8) (7.0) -1/ (1.),0 (1.9),0 (10.0),80 (.8),90 (1.1) 7,70 (.7),70 (16.7),160 (.7) 1,0 (9.9) Concrete Compressve Strength f c,000 ps (0.7 MPa) Ultmate Load,70 (.1),00 (9.9),660 (0.7),60 (.6) 9,60 (1.1) 9,0 (1.6) 80 (.7) (.) 1,0 70 (.) 1,90 (8.7) 90 (.) Allowable Load 1. Tabulated load values are for anchors nstalled n structural sand-lghtweght concrete. Concrete compressve strength must be at the specfed mnmum at the tme of nstallaton.. Allowable load capactes are calculated usng an appled safety factor of.0.. Allowable load capactes are multpled by reducton factors found n the Desgn Crtera secton when anchor spacng or edge dstances are less than crtcal dstances.. Lnear nterpolaton for allowable loads for anchors at ntermedate embedment depths may also be used. 1,90 (66.) 17,780 (79.0),00 (1.7),0 (1.0) 680 (.0) 0 (.) 1,16 (.1) 1,0,1 (10.),10 (10.),7 (16.6), (19.7) Powers USA: (800) - Canada: (90) or (1)

8 ASd performance data Edge Ultmate and Allowable Load Capactes for Wedge-Bolt+ at 1-/ Edge of Normal-Weght Concrete 1, Nomnal Dameter d (.7) Embed. Depth h v -/8 (8.7) Edge Dstance h v 1-/ (.) f c,000 ps (1.8 MPa) Parallel to the Free Edge Ultmate,00 (.6) Allowable 1, (.6) (1.9) -/8 (8.7) 1-/ (.),0 (.) 1, (6.1) / -/8 (8.7) 1-/ (.),660 (.) 1,1 (6.) 1. Tabulated load values are for anchors nstalled n concrete. Concrete compressve strength must be at the specfed mnmum at the tme of nstallaton.. Allowable load capactes are calculated usng an appled safety factor of.0 Edge Allowable Load Capactes for Wedge-Bolt+ Installed at 1-/ Edge of Normal-Weght Concrete Stem Walls 1,, Nomnal Dameter d (.7) Embed. Depth h v Edge Dstance h v 1-/ (.) 1,70 (.67) f c,00 ps (17. MPa) Parallel to the Free Edge 1, (6.) Toward the Free Edge 70 (.1) 610 (.7) 1,1 (.) 80 (1.7) (1.9) / 1-/ (.) 1,10 1,0 (6.0) 90 (.) (7.0),01 (9.1) 1,0 (6.8) 600 (.7) 1. Tabulated load values are for anchors nstalled n concrete. Concrete compressve strength must be at the specfed mnmum at the tme of nstallaton.. Allowable load capactes are calculated usng an appled safety factor of.0.. Allowable load capactes may also be appled to condtons at the edge of normal-weght concrete slabs. 8 Canada: (90) or (1) Powers USA: (800) -

9 Masonry performance Data Allowable Load Capactes for Wedge-Bolt+ s Installed nto the Face of Grout Flled Concrete Masonry 1,,,, Dameter d () 1/ (6.) /8 (9.) (.7) (1.9) / Embed. hv () 1 (.) (0.8) (0.8) 1- (8.1) - (0.8) - -1/ Edge Dstance () (0.8) (7.0) -/ (0.8) - 7-7/8 (00.0) (0.8) (7.0) End Dstance () -/ -/ 1- -/ (8.1) (69.9) -/ -/ -/ (0.8) 1-/ -/ (.) 7-7/8 (00.0) (0.8) (0.8) (0.8) -/ 7-7/8 (0.8) (00.0) -/ -/ (69.9) (0.8) (0.8) -/ 7-7/8 (00.0) (0.8) (0.8) f m = 1,00 ps 80 (0.) 0 (1.0) 0 (1.) 10 (0.9) 9 (1.) 70 (.) 61 (.7) 1,90 (.8) (1.) 90 (.) 9 (.6) 1, (6.9) (.0) 88 (.0) 1,10 1,90 (8.7) 61 (.8) 61 (.8) 1,0 (.7) 1, (6.) 1,680 (7.6) f m,000 ps f m = 1,00 ps 80 (0.) 10 (0.7) 6 16 (1.) (0.7) 0 0 (1.) (1.) (0.9) (1.8) 0 10 (1.) (0.9) 70 6 (.) (.9) (.1) (.0) 1, (.8) (.0) 70 (1.) (.) (.) (.0) 68 0 (.0) (1.8) 1, 1,08 (6.9) (.8) 1,08 (.0) (.8) 88 (.0) 1,08 1,10 (.8) 1,90 1, (8.7) (.6) (.8) (.) 61 1,0 (.8) 1,0 1,6 (.7) (.7) 1, 1,0 (6.) 1,680 1,77 (7.6) (7.9) f m,000 ps 1. Tabulated load values are for anchors nstalled n mnmum 6 wde, Grade N, Type II, lghtweght concrete masonry unts conformng to ASTM C 90 that have reached the mnmum desgnated ultmate compressve strength at the tme of nstallaton (f m 1,00 ps).. Allowable load capactes lsted are calculated usng an appled safety factor of.0. Consderaton of safety factors of 10 or hgher may be necessary dependng on the applcaton, such as lfe safety.. Lnear nterpolaton for allowable loads for anchors at ntermedate embedment depths may be used.. Allowable shear loads for 1/ and /8 dameter anchor nstallatons nto the face shell of a masonry wall may be appled n any drecton. Allowable shear loads for anchor dameters and greater nstalled nto the face shell may be appled n any drecton provded the locaton s a mnmum of from the edge of the wall. For anchor dameters and greater nstalled wth an edge dstance less than the allowable shear loads may be appled n any drecton except upward vertcally.. The tabulated load values are applcable for screw anchors nstalled at a mnmum spacng between screw anchors of 16 tmes the screw anchor dameter. 10 (0.7) 190 (0.8) 0 (1.) 00 (1.8) (1.1) 6 (.9) 10 (.7) 910 (.0) 70 (.) 900 (.0) 70 (.1) 1,08 (.8) 1,08 (.8) 1,08 (.8) 1, (.6) 70 (.) 1,0 1,6 (.7) 1,0 1,77 (7.9) Powers USA: (800) - Canada: (90) or (1)

10 Masonry performance Data Allowable Load Capactes for Wedge-Bolt+ s Installed nto the Top of Grout-Flled Concrete Masonry Wall 1,, Nom. Dameter d /8 (9.) (.7) (1.9) M Embed. Depth h v Edge Dstance 1- (8.1) 1- (8.1) (0.8) - 1-/ (.) - 1-/ (11.) (.) - 1-/ (11.) (.) - -/ (19.7) (69.9) 7- -/ (190.) (69.9) End Dstance (Toward Edge of Wall) (Toward End of Wall) f m = 1,00 ps f m,000 ps f m = 1,00 ps f m,000 ps f m = 1,00 ps f m,000 ps 10 (1.) (1.6) (8.6) 9 (8.6) 9 (8.6) 70 (.) (.) 7 (.) 8 (.7) 1,00 (.) 1,1 (.) 70 (.) 60 (.7) 860 (.8) 96 (.) 1,16 (.) 1,0 (6.) 10 (0.6) 0 (1.6) 80 (1.7) 60 (1.) 160 (0.7) 0 (1.6) 80 (1.7) 0 (1.) 0 (1.1) 0 (1.6) 80 (1.7) 0 (1.1) 90 (1.) 0 (1.6) 80 (1.7) 7 (1.) (1.1) 0 (1.9) 8 (1.) 90 (.) 7 (.6) 660 (.9) Tabulated load values are for carbon steel and stanless steel anchors nstalled n mnmum 6-nch wde, mnmum Grade N, Type II, lghtweght, medum-weght or normal-weght concrete masonry unts conformng to ASTM C 90. Mortar must be mnmum Type N. Masonry compressve strength must be at the specfed mnmum at the tme of nstallaton.. Allowable load capactes lsted are calculated usng an appled safety factor of.0. Consderaton of safety factors of 10 or hgher may be necessary dependng on the applcaton, such as lfe safety.. The tabulated load values are applcable for screw anchors nstalled at a mnmum spacng between screw anchors of 16 tmes the screw anchor dameter. Allowable Load Capactes for Wedge-Bolt+ s Installed nto the T-Jont of Grout-Flled Concrete Masonry Wall 1,,,, Nomnal Dameter Embed. Depth Edge Dstance End Dstance /8 (9.) (.7) (1.9) / 1- (8.1) - 16 (06.) 16 (06.) - 80 (.7) 1,090 (.9) 80 (.8) (.0) 10 (.) 1, (.) 1. Tabulated load values are for carbon steel and stanless steel anchors nstalled n mnmum 6-nch wde, mnmum Grade N, Type II, lghtweght, medum-weght or normal-weght concrete masonry unts conformng to ASTM C 90. Mortar must be mnmum Type N. Masonry compressve strength must be at the specfed mnmum at the tme of nstallaton (f m 1,00 ps).. Allowable load capactes lsted are calculated usng an appled safety factor of.0. Consderaton of safety factors of 10 or hgher may be necessary dependng on the applcaton, such as lfe safety.. Allowable shear loads for anchor nstallaton nto the horzontal and vertcal mortar jonts may be appled n any drecton provded the anchor locaton s a mnmum of 16 from the edge and end of the wall. For anchor nstallatons wth an edge datance less than 16 the allowable shear loads may be appled n any drecton except upward vertcally.. Lnear ntepolaton for allowable loads for anchors at ntermedate embedment depths may be used.. The tabulated load values are applcable for screw anchors nstalled at a mnmum spacng between screw anchors of 16 tmes the screw anchor dameter Canada: (90) or (1) Powers USA: (800) -

11 Masonry Performance Data Allowable Load Capactes for Wedge-Bolt+ s Installed nto Multple Wythe Sold Clay Brck Masonry 1, Nomnal Da. d 1/ (6.) /8 (9.) (.7) (1.9) / Embed. Depth hv - Edge & End Dstance 6 (1.) 8 (0.) 10 (.0) (0.8) Spacng Dstance n Any Drecton 6 Any Drecton 8 Any Drecton Any Drecton 16 Any Drecton (.0) 680 (.1) 960 (.) 1, (.) 1,1 9 (1.) 60 (.8) 1,0 (.) 1,710 (7.6) 1,90 (8.7) 1. Tabulated load values are for anchors nstalled n multple wythe, mnmum Grade SW, sold clay brck masonry walls conformng to ASTM C 6. Mortar must be mnmum Type N. Masonry compressve strength must be at the specfed mnmum at the tme of nstallaton (f m 1,00 ps).. Allowable load capactes lsted are calculated usng an appled safety factor of.0. Consderaton of safety factors of 10 or hgher may be necessary dependng on the applcaton, such as lfe safety. desgn crtera (allowable Stress Desgn) Combned Loadng For anchors loaded n both shear and tenson, the combnaton of loads should be proportoned as follows: Where: Nu = Appled Servce Load Nu Vu Nu Vu Nn = Allowable Load ( Nn ) + ( Vn ) 1 OR ( Nn ) + ( Vn ) 1 Vu = Appled Servce Load Vn = Allowable Load Load Adjustment Factors for Spacng and Edge Dstances 1 Dmenson Spacng (s) Edge Dstnace (c) Load Type Installed n Normal-Weght Concrete Crtcal Dstance (Full Capacty) Crtcal Load Factor Dstance (Reduced Capacty) Load Factor scr = d FN S = 1.0 smn = d FN S = 0.0 scr = d FV S = 1.0 smn = d FV S = 0.7 ccr = 8d FN C = 1.0 cmn = d FN C = 0.70 ccr = d FV C = 1.0 cmn = d FV C = 0.1 Dmenson Spacng (s) Edge Dstnace (c) Load Type Installed n Structural Lghtweght Concrete Crtcal Dstance (Full Capacty) Crtcal Load Factor Dstance (Reduced Capacty) Load Factor scr = 1.1d FN S = 1.0 smn =.7d FN S = 0.0 scr = 1.1d FV S = 1.0 smn =.7d FV S = 0.7 ccr = 9.d FN C = 1.0 cmn =.d FN C = 0.70 ccr = 1.1d FV C = 1.0 cmn =.d FV C = Allowable load values found n the performance data tables are multpled by reducton factors when anchor spacng or edge dstances are less than crtcal dstances. Lnear nterpolaton s allowed for ntermedate anchor spacng and edge dstances between crtcal and mnmum dstances.when an anchor s affected by both reduced spacng and edge dstance, the spacng and edge reducton factors must be combned (multpled). Multple reducton factors for anchor spacng and edge dstance may be requred dependng on the anchor group confguraton. Powers USA: (800) - Canada: (90) or (1)

12 Desgn crtera (allowable stress desgn) Load Adjustment Factors for Normal-Weght Concrete Spacng, (FNS) Da. () 1/ /8 / Scr () Smn () Spacng, s (nches) Spacng, (FVS) Da. () 1/ /8 / Scr () Smn () Spacng, s (nches) Edge Dstance, (FNC) Da. () 1/ /8 / Ccr () 6 Cmn () / 1-1/ /8-1/ / / / / Edge Dstance, c () Edge Dstance, (FVC) Da. () 1/ /8 / Ccr () Cmn () / 1-1/ /8-1/ / / / / Edge Dstance, c () Notes: For anchors loaded n tenson, the crtcal spacng (s cr) s equal to anchor dameters (d) at whch the anchor acheves 100% of load. spacng (s mn) s equal to anchor dameters (d) at whch the anchor acheves 0% of load. Notes: For anchors loaded n shear, the crtcal spacng (s cr) s equal to anchor dameters (d) at whch the anchor acheves 100% of load. spacng (s mn) s equal to anchor dameters (d) at whch the anchor acheves 7% of load. Notes: For anchors loaded n tenson, the crtcal edge dstance (c cr) s equal to 8 anchor dameters (8d) at whch the anchor acheves 100% of load. edge dstance (c mn) s equal to anchor dameters (d) at whch the anchor acheves 70% of load. Notes: For anchors loaded n shear, the crtcal edge dstance (c cr) s equal to anchor dameters (d) at whch the anchor acheves 100% of load. edge dstance (c mn) s equal to anchor dameters (d) at whch the anchor acheves 1% of load Canada: (90) or (1) Powers USA: (800) -

13 Desgn crtera (allowable stress desgn) Load Adjustment Factors for Structural Lghtweght Concrete Spacng, (FNS) Da. () 1/ /8 / Scr () - -1/ 7 8-7/8 10- Smn () 1-1/ 1-/ -/8-1-1/ / / / / Spacng, s (nches) Spacng, (FVS) Da. () 1/ /8 / Scr () - -1/ 7 8-7/8 10- Smn () 1-1/ 1-/ -/8-1-1/ / / / / Spacng, s (nches) Edge Dstance, (FNC) Da. () 1/ /8 / Ccr () -/8 - -/ -7/8 7 Cmn () 7/8 1-/8 1-/ -1/ - 7/ / / / / , / / Edge Dstance, c () Edge Dstance, (Fvc) Da. () 1/ /8 / Ccr () - -1/ 7 8-7/8 10- Cmn () 7/8 1-/8 1-/ -1/ - 7/ / / / / / Edge Dstance, c () Notes: For anchors loaded n tenson, the crtcal spacng (s cr) s equal to 1.1 anchor dameters (1.1d) at whch the anchor acheves 100% of load. spacng (s mn) s equal to.7 anchor dameters (.7d) at whch the anchor acheves 0% of load. Notes: For anchors loaded n shear, the crtcal spacng (s cr) s equal to 1.1 anchor dameters (1.1d) at whch the anchor acheves 100% of load. spacng (s mn) s equal to.7 anchor dameters (.7d) at whch the anchor acheves 7% of load. Notes: For anchors loaded n tenson, the crtcal edge dstance (c cr) s equal to 9. anchor dameters (9.d) at whch the anchor acheves 100% of load. edge dstance (c mn) s equal to. anchor dameters (.d) at whch the anchor acheves 70% of load. Notes: For anchors loaded n shear, the crtcal edge dstance (c cr) s equal to 1.1 anchor dameters (1.1d) at whch the anchor acheves 100% of load. edge dstance (c mn) s equal to. anchor dameters (.d) at whch the anchor acheves 1% of load Powers USA: (800) - Canada: (90) or (1)

14 SD Performance Data Desgn Informaton (For use wth load combnatons taken from ACI 18 Secton 9.) 1,, Desgn Characterstc Notaton Unts Nomnal Sze 1/ /8 / category 1, or Nomnal embedment depth h nom 1-/ -1/8 - -1/ -/8-1/ specfed ultmate strength f uta ks (N/mm ) Effectve tensle stress area A se n (mm ) Steel strength n tenson N sa STEEL STRENGTH IN TENSION (690) 0.0 (8.),00 (19.6) (690) 0.10 (66.) 10,00 (.8) (690) (108.) 16,800 (7.7) Reducton factor for steel strength ø Effectve embedment h ef CONCRETE BREAKOUT STRENGTH IN TENSION (8) 1. (6) 1.60 ().00 (6).1 () (690) 0.9 (160.6),900 (110.7) Effectveness factor for uncracked concrete k uncr - Effectveness factor for cracked concrete k cr Modfcaton factor for cracked and uncracked concrete Y c,n - Crtcal edge dstance c ac 1.0 See note (6) 1.0 See note -/ (70) (10) 1.0 See note Reducton factor for concrete breakout strength ø - Condton B = 0.6 Characterstc pullout strength, uncracked concrete (,00 ps) 6 N p,uncr Characterstc pullout strength, cracked concrete (,00 ps) 6 N p,cr PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS) 9 - (11) (7) 1.0 See note.100 (79) (7) (690) 0.71 (9.) 7,100 (16.9).910 (7) 1.0 See note 6 (1) See note 7 See note 7 See note 7 See note 7 See note 7 See note 7 See note 7 N/A See note 7 See note 7,96 (1.) Reducton factor for pullout strength ø - Condton B = 0.6 Characterstc pullout strength, sesmc 6,9 N eq PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS 9 N/A 1,08 (.8) 1,0 (6.0),0 (11.) Reducton factor for pullout strength ø - Condton B = 0.6,08 (1.7),08 (1.7) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characterstc pullout strength,uncracked concrete over steel deck 10 N p,deck,uncr N/A,010 (8.9),80 (11.0),760 (16.7) Characterstc pullout strength, cracked concrete over steel deck 10 N p,deck,cr N/A 1, (6.) 1,7 (7.8),0 (1.) Reducton factor for pullout strength ø - Condton B = 0.6,09 (18.),66 (11.9),90,90 See note 7 1. The data n ths table s ntended to be used wth the desgn provsons of ACI 18 Appendx D; for anchors resstng sesmc load combnatons the addtonal requrements of Secton D.. shall apply.. Installaton must comply wth publshed nstructons and detals.. All values of ø were determned from the load combnatons of ACI 18 Secton 9.. If the load combnatons of Appendx C are used, the approprate value of ø must be determned n accordance wth ACI 18 Secton D... For renforcement that meets ACI 18 Appendx D requrements for Condton A, see ACI 18 Secton D.. for the approprate ø factor.. The Wedge-Bolt+ s consdered a brttle steel element as defned by ACI 18 Secton D.1.. For all desgn cases use Y c,n = 1.0. Select approprate effectveness factor for cracked concrete (k cr ) or uncracked concrete (k uncr ). 6. For all desgn cases use Y c,n = 1.0. For concrete compressve strength greater than,00 ps, N pn = (pullout strength value from table)*(specfed concrete compressve strength/00) Pullout strength wll not control desgn of ndcated anchors. Do not calculate pullout strength for ndcated anchor sze and embedment. 8. Reported values for characterstc pullout strength n tenson for sesmc applcatons are based on test results per ACI., Secton s are permtted to be used n structural sand-lghtweght concrete provded that N b and N pn are multpled by a factor of 0.60 (not requred for steel deck). 10. Values for N p, deck are for structural sand-lghtweght concrete (f c, mn =,000 ps) and addtonal lghtweght concrete reducton factors need not be appled. In addton, evaluaton for the concrete breakout capacty n accordance wth ACI 18 Secton D.. s not requred for anchors nstalled n the flute (sofft).,70 (19.0) N/A N/A 1 Canada: (90) or (1) Powers USA: (800) -

15 SD Performance Data Desgn Informaton (For use wth load combnatons taken from ACI 18 Secton 9.) 1,, Desgn Characterstc Notaton Unts Nomnal Sze 1/ /8 / category 1, or Nomnal embedment depth h nom 1-/ -1/8 - -1/ -/8-1/ specfed ultmate strength V sa STEEL STRENGTH IN SHEAR,7 (11.0),8 (1.) 7,980 (.) Reducton factor for steel strength ø Effectve embedment l e Nomnal anchor dameter d a CONCRETE BREAKOUT STRENGTH IN SHEAR (8) 0.0 (6.) 1. (6) 0.7 (9.) 1.60 () 0.00 (.7) Reducton factor for concrete breakout strength ø - Condton B = 0.70 PRYOUT STRENGTH IN SHEAR 6 Characterstc pullout strength, uncracked concrete (,00 ps) 6 k cp Characterstc pullout strength, cracked concrete (,00 ps) 6 h ef Reducton factor for pullout strength ø - Condton B = 0.70 Characterstc pullout strength, sesmc 6,9 V eq (8) 1. (6) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS 7 N/A,670 (16.) 1.60 () 7,980 (.) Reducton factor for pullout strength ø - Condton B = 0.60 STEEL STRENGTH IN SHEAR FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK 9 Characterstc pullout strength,uncracked concrete over steel deck V 10 sa,deck N/A 1,60 (7.),090 (1.7) Reducton factor for pullout strength ø - Condton B = (6).00 (6).1 ().1 (),10 (1.0) 11,990 (.) 0.6 (1.9 11,990 (.).100 (79).100 (79),0 (1.7 ) 19,0 (86.1).910 (7) The data n ths table s ntended to be used wth the desgn provsons of ACI 18 Appendx D; for anchors resstng sesmc load combnatons the addtonal requrements of Secton D.. shall apply.. Installaton must comply wth publshed nstructons and detals.. All values of ø were determned from the load combnatons of ACI 18 Secton 9.. If the load combnatons of Appendx C are used, the approprate value of ø must be determned n accordance wth ACI 18 Secton D... For renforcement that meets ACI 18 Appendx D requrements for Condton A, see ACI 18 Secton D.. for the approprate ø factor.. The Wedge-Bolt+ s consdered a brttle steel element as defned by ACI 18 Secton D.1.. Reported values for steel strength n shear are based on test results per ACI., Secton 9. and shall be used for desgn. These reported values may be lower than calculated results usng Equaton D-0 n ACI 18-0 Secton D.6.1. and D-18 n ACI 18-0, Secton D s are permtted to used n structural sand-lghtweght concrete provded that V b and V cp are multpled by a factor of 0.60 (not requred for steel deck). 7. Reported values for steel strength n shear for sesmc applcatons are based on test results per ACI., Secton Values for V sa,deck are for structural sand-lghtweght concrete (f c, mn =,000 ps) and addtonal lghtweght concrete reducton factors need not be appled. In addton, evaluaton for the concrete breakout capacty n accordance wth ACI 18 Secton D.6. and the pryout capacty n accordance wth Secton D.6. are not requred for anchors nstalled n the flute (sofft). 9. loads for anchors nstalled through steel deck nto concrete may be appled n any drecton. 10. For 00 IBC code bass, replace V sa wth V s ; and l e wth l and V eq wth V sa,ses..910 (7),970 (7.7) N/A Powers USA: (800) - Canada: (90) or (1)

16 orderng nformaton Wedge-Bolt+ Screw (Carbon Steel Body Wth Blue Tp) Cat. No. Sze Box Qty. Ctn. Qty. Wt./100 (s) 70SD 1/ x 1-1/ SD 1/ x 1-/ SD 1/ x -1/ SD 1/ x SD /8 x 1-/ SD /8 x SD /8 x SD /8 x SD /8 x SD /8 x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD / x SD / x SD / x SD / x SD / x SD / x Wedge-Bolt+ Screw (Mechancally Galvanzed) Cat. No. Sze Box Qty. Ctn. Qty. 776SD /8 x SD /8 x SD /8 x SD x SD x SD x SD x SD x SD x SD x SD x SD x SD / x SD / x SD / x The publshed sze ncludes the dameter and length of the anchor measured from under the head. Wedge-Bolt+ s marked wth a blue tp and must be nstalled wth a matched tolerance Wedge-Bt. Shaded catalog numbers denote szes whch are less than the mnmum standard anchor length for Strength Desgn. The publshed sze ncludes the dameter and length of the anchor measured from under the head. Wedge-Bolt+ s marked wth a blue tp and must be nstalled wth a matched tolerance Wedge-Bt Canada: (90) or (1) Powers USA: (800) -

17 Orderng Informaton Wedge-Bt Cat. No. Wedge-Bt Descrpton Usable Length Tube Qty. Ctn. Qty. 01 SDS 1/ x SDS 1/ x SDS /8 x SDS /8 x SDS /8 x SDS /8 x SDS x SDS x SDS x SDS x SDS x SDS x SDS x SDS / x SDS / x Splne x Splne x Splne x Splne / x SDS-Max x SDS-Max x SDS-Max / x HD Straght Shank 1/ x HD Straght Shank 1/ x HD Straght Shank /8 x HD Straght Shank /8 x HD Straght Shank x HD Straght Shank x HD Straght Shank x HD Straght Shank / x Wedge-Bolt+ Screw Installaton Accessores Cat. No. Descrpton Wt./100 (s) 0880 Hand pump / dust blower 1 01 Powers Fasteners, Inc. All Rghts Reserved. Wedge-Bolt+ s a Trademark of Powers Fasteners, Inc. For the most current product nformaton please vst Powers USA: (800) - Canada: (90) or (1)