PRODUCT INFORMATION. Zinc plating according to ASTM B 633, SC1, Type II (Fe/Zn 5) Minimum plating requirement for Mild Service Condition

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1 Vertio TM + TM Vertio + Rod Haner Anchors PRODUCT DESCRIPTION Vertio+ is a one-piece, all steel threaded fastenin system for suspendin threaded rod in pipe hanin, fire protection, electrical conduit and cable-tray applications. They can be installed in a variety of base materials includin normal-weiht concrete, structural sandlihtweiht concrete and concrete over steel deck. Vertio+ accepts threaded rods and bolts in 1/", and 1/2" diameters. Vertio+ anchors are desined for simple fast installations and for reliable performance in cracked and uncracked concrete. GENERAL APPLICATIONS Hanin pipe and sprinkler systems Suspendin conduit and cable trays Lihtin systems and overhead utilities HVAC ductwork and strut channels Suspended ceilins FEATURES AND BENEFITS + Simple system for all rod hanin applications in concrete + Internally threaded coupler for easy removability of service items + Ease and speed of installation and attachment + Lower in-place cost, when compared traditional anchors + Can be installed with an adjustable rque impact driver + Consistent performance in hih and low strenth concrete APPROVALS AND LISTINGS International Code Concil, Evaluation Service (ICC-ES). ESR-2989 code compliant with the 2009 IBC, 2009 IRC, 2006 IBC, 200 IBC, 200 IRC and 1997 UBC Tested in accordance with ACI 55.2 and ICC-ES AC19 for use in structural concrete under the desin provisions of ACI 18 (Strenth Desin method usin Appendix D) Evaluated and qualified by an accredited independent testin laborary for reconition in cracked and uncracked concrete includin seismic and wind loadin (Cateory 1 anchors) Evaluated and qualified by an accredited independent testin laborary for reliability aainst brittle failure, e.. hydroen embrittlement Evaluated and qualified by an accredited independent testin laborary for supplemental reconition in redundant fastenin applications SECTION CONTENTS Pae No. General Information... 1 Installation Specifications... 2 Material Specifications... Performance Data... Orderin Information... 9 Concrete Vertio+ INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc Plated Carbon Steel (Yellow Dichromate Finish) ROD/ANCHOR SIZE RANGE (TYP.) 1/" diameter throuh 1/2 diameter SUITABLE BASE MATERIALS Normal-weiht concrete Structural sand-lihtweiht concrete Concrete over steel deck GUIDE SPECIFICATIONS CSI Divisions: 0151-Concrete Anchorin and Metal Fastenins. Anchors shall be Vertio+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Havin Jurisdiction. MATERIAL SPECIFICATIONS This Product Available In Anchor Component Anchor body / Coupler head Platin Specification Case hardened low carbon steel Zinc platin accordin ASTM B 6, SC1, Type II (Fe/Zn 5) Minimum platin requirement for Mild Service Condition Powers Desin Assist Real Time Anchor Desin Software Canada: (905) or (51) Powers USA: (800) 52-2 or (91)

2 Vertio TM + INSTALLATION SPECIFICATIONS Installation Table for Vertio+ Anchor Property/ Settin Information Symbol Units anchor shank diameter d o drill bit diameter d bit Anchor Size / Threaded Coupler Diameter () 1/ 1/ Wede-bit 0.75 Wede-bit 0.75 Wede-bit Wede-bit lerance rane embedment depth h nom Effective embedment h ef Minimum hole depth h o Minimum member thickness 1,2 h min Overall anchor lenth l anch Minimum ede distance 1,2 c min Minimum spacin distance 1,2 s min Critical ede distance 1,2 c ac Maximum impact wrench power (rque) T screw ft.-. (N-m) Impact wrench / socket size d h 11/16 11/16 11/16 Head heiht - / / / For SI: 1 inch = 25. mm, 1 ft-f = 1.56 N-m 1. For installations throuh the soffit of steel deck in concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacin alon the flute equal the reater of h ef or 1.5 times the flute width. 2. For use with the desin provisions of ACI 18 Appendix D. 1-/ () 2-/ 185 (250) 1-/ () 2-/ 185 (250) 1-/ () 2-/ 185 (250) Vertio+ Anchor Detail in Concrete Hex Coupler Heads 1/ 1/2 Matched Tolerance System Blue tip Blue Wede-bit Desined and tested as a system for consistency and reliability Powers USA: (800) 52-2 or (91) Canada: (905) or (51)

3 Vertio TM + INSTALLATION INSTRUCTIONS Installation Instructions for Vertio+ 1.) Usin the proper Wede-bit size, drill a hole in the base material the required depth. The lerances of the Wede-bit used must meet the requirements of the published Wede-bit rane. 2.) Remove dust and debris from the hole.) Select a powered impact wrench that does not exceed the maximum rque, screw, for the selected anchor diameter. Attach an appropriate sized hex socket/driver the impact wrench. Mount the screw anchor head in the socket..) Drive the anchor in the hole until the head of the anchor comes in contact with the member surface. The anchor should be snu after installation. Do not spin the hex socket off the anchor disenae. Insert threaded rod or bolt int Vertio+. Installation Detail for Vertio+ Installed Throuh Soffit or Steel Deck in Concrete Canada: (905) or (51) Powers USA: (800) 52-2 or (91)

4 Vertio TM + PERFORMANCE DATA Desin Information For Vertio+ Anchors in Concrete (For use with load combinations taken from ACI 18 Section 9.2) 1,2 Desin Characteristic Notation Units Anchor Size / Threaded Coupler Diameter () 1/ 1/2 Anchor cateory 1, 2 or embedment depth h nom STEEL STRENGTH IN TENSION Minimum specified yield strenth of steel insert element (threaded rod or bolt) Minimum specified ultimate strenth of steel insert element (threaded rod or bolt) Effective tensile stress area of steel insert element (threaded rod or bolt) f y f uta 11 ksi (N/mm 2 ) ksi (N/mm 2 ) A se,n [A se ] 12 in 2 (mm 2 ) Steel strenth in tension N sa The data in this table is intended be used with the desin provisions of ACI 18 Appendix D; for anchors resistin seismic load combinations the additional requirements of ACI 18 D.. must apply. 2. Installation must comply with printed instructions.. All values of φ were determined from the load combinations of UBC Section , UBC Section , or ACI 18 Section 9.2. If the load combinations of UBC Section or ACI 18 Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 18 D..5. For reinforcement that meets ACI 18 Appendix D requirements for Condition A, see ACI 18 D.. for the appropriate φ facr.. It is assumed that the threaded rod or bolt used with the Vertio+ anchor will be a ductile steel element as defined by ACI 18 D For all desin cases use ψ c,n = 1.0. The appropriate effectiveness facr for cracked concrete (k cr ) and uncracked concrete (k uncr ) must be selected. 6. For all desin cases use ψ c,p = 1.0. For concrete compressive strenth reater than 2,500 psi, N pn = (Pullout strenth value from table)*(specified concrete compressive strenth/f c,m i n ) 0.5 where the value of f c,min is 2500 except in concrete over steel deck where the value of f c,m i n is Pullout strenth does not control desin of indicated anchors. Do not calculate pullout strenth for indicated anchor size and embedment. 8. Anchors are permitted be used in structural sand-lihtweiht concrete provided that N b, N eq and N pn are multiplied by a facr of 0.60 (not required for steel deck). 9. Tabulated values for characteristic pullout strenth in tension are for seismic applications and based on test results in accordance with ACI 55.2, Section Values for N p,deck are for structural sand-lihtweiht concrete (f c,min =,000 psi) and additional lihtweiht concrete reduction facrs need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 18 D.5.2 is not required for anchors installed in the flute (soffit). 11. For 200 IBC, f uta replaces f ut ; N sa replaces N s ; ψ c,n replaces ψ ; and N eq replaces N p,seis. 12. The notation in brackets is for the 2006 ICBC. Powers USA: (800) 52-2 or (91) Canada: (905) or (51) (28) 58.0 (00) (20.5) 1,85 (8.2) 6.0 (28) 58.0 (00) (50) Reduction facr for steel strenth φ CONCRETE BREAKOUT IN TENSION 8 Effective embedment h ef Effectiveness facr for uncracked concrete k uncr Effectiveness facr for cracked concrete k cr Modification facr for cracked and uncracked concrete 5 Ψ c,n 11 - Critical ede distance c ac 1 See note 5 2-/,95 (20) 1 See note 5 2-/ 6.0 (28) 58.0 (00) (91.6) 8,20 (6.6) 1 See note 5 Reduction facr for concrete breakout strenth φ (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS) 8 Characteristic pullout strenth, uncracked concrete (2,500 psi) 6 N p,uncr See note 7 See note 7 See note 7 Characteristic pullout strenth, cracked concrete (2,500 psi) 6 N p,cr See note 7 See note 7 See note 7 Reduction facr for pullout strenth φ (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS 8 Characteristic pullout strenth, seismic (2,500 psi) 6,9 N 11 eq Reduction facr for pullout strenth φ (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strenth, uncracked concrete over steel deck 6,10 N p,deck,uncr Characteristic pullout strenth, cracked concrete over steel deck 6,10 N p,deck,cr Characteristic pullout strenth, cracked concrete over steel deck seismic 6,10 N p,deck,eq Reduction facr for pullout strenth φ - 1,085 (.8) 1,990 1,10 (6.) 1,085 (.8) 1,990 1,10 (6.) 2-/ 1,085 (.8) 1,990 1,10 (6.)

5 Vertio TM + PERFORMANCE DATA Desin Information For Vertio+ Anchors in Concrete (For use with load combinations taken from ACI 18 Section 9.2) 1,2 Desin Characteristic Notation Units Anchor Size / Threaded Coupler Diameter () 1/" " 1/2" Anchor cateory 1, 2 or embedment depth h nom STEEL STRENGTH IN SHEAR Steel strenth in shear 5 V sa 10 Reduction facr for steel strenth φ CONCRETE BREAKOUT IN SHEAR 6 Load bearin lenth of anchor (h ef or 8d o, whichever is less) l e 10 anchor diameter d a [d o ] 11 Reduction facr for concrete breakout strenth φ (Condition B) PRYOUT STRENGTH IN SHEAR 6 Coefficient for pryout strenth (1.0 for h ef < 2.5 in, 2.0 for h ef 2.5 in) k cp Reduction facr for pryout strenth φ (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS Steel strenth in shear, seismic 7 V eq 10 1,105 (.9) ,695 (12) 0.75,075 (1.7) Reduction facr for steel strenth in shear for seismic applications φ STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK 9 Steel strenth in shear, concrete over steel deck 8 V sa,deck 1,105 (.9) 1,105 (.9) 2,000 1,975 (8.8) ,000 2,95 (11.1) Steel strenth in shear, concrete over steel deck seismic 8 V sa,deck,eq 1,105 (.9) 1,80 (6.6) 1,620 (7.2) Reduction facr for steel strenth in shear for steel deck applications φ For SI: 1 inch = 25. mm. 1. The data in this table is intended be used with the desin provisions of ACI 18 Appendix D; for anchors resistin seismic load combinations the additional requirements of ACI 18 D.. shall apply. 2. Installation must comply with published instructions and details.. All values of φ were determined from the load combinations of UBC Section , UBC Section , or ACI 18 Section 9.2. If the load combinations of UBC Section or ACI 18 Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 18 D..5. For reinforcement that meets ACI 18 Appendix D requirements for Condition A, see ACI 18 D.. for the appropriate φ facr.. It is assumed that the threaded rod or bolt used with the Vertio+ anchor will be a ductile steel element as defined by ACI 18 D Tabulated values for steel strenth in shear must be used for desin. These tabulated values are lower than calculated results usin equation D-20 in ACI D and D-18 in ACI 18-02, D Anchors are permitted be used in structural sand-lihtweiht concrete provided that V b and V cp are multiplied by a facr of 0.60 (not required for steel deck). 7. Reported values for steel strenth in shear for seismic applications are based on test results per ACI 55.2 Section Values for V sa,deck are for structural sand-lihtweiht concrete (f c,min =,000 psi) and additional lihtweiht concrete reduction facrs need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 18 D.6.2 and the pryout capacity in accordance with ACI 18 D.6. are not required for anchors installed in the flute (soffit). 9. loads for anchors installed throuh steel deck in concrete may be applied in any direction. 10. For 200 IBC, f uta replaces f ut ; V sa replaces V s ; l e replaces l; and V eq replaces V s,seis. 11. The notation in brackets is for the 2006 IBC. 5 Canada: (905) or (51) Powers USA: (800) 52-2 or (91)

6 Vertio TM + Facred Desin Strenth ( and ) Calculated in Accordance with ACI 18 Appendix D: 1.Tabular values are provided for illustration and are applicable for sinle anchors installed in normal-weiht concrete with minimum slab thickness, h a = h min, and with the followin conditions: - c a1 is reater than or equal the critical ede distance, c ac (table values based on c a1 = c ac). Ca1 - c a2 is reater than or equal 1.5 c a1. 2. Calculations were performed accordin ACI 18-05Appendix D.The load level correspondin the controllin failure mode is listed. (e.. For tension: steel, Ca2 ha concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strenth in tension and pryout strenth in shear are calculated usin the effective embedment values, h ef, for the selected anchors as noted in the desin information tables. Please also reference the installation specifications for more information.. Strenth reduction facrs (φ) were based onaci 18 Section 9.2 for load combinations. Condition B is assumed..tabular values are permitted for static loads only, seismic loadin is not considered with these tables. 5. For desins that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance withaci 18Appendix D. 6. Interpolation is not permitted be used with the tabular values. For intermediate base material compressive strenths please seeaci 18Appendix D. For other desin conditions includin seismic considerations please seeaci 18Appendix D. and Desin Strenth for Vertio+ in Cracked Concrete Anchor Size () Embed. h nom ( ) Steel Insert Element (Threaded Rod or Bolt) 2,500 Minimum Concrete Compressive Strenth, f'c (psi),000,000 6,000 8,000 1/ , , , , f u 58ksi ,00 1,00 1,190 1,190 1,60 1,60 1,685 1,615 1/2 90 1,015 1,00 1,110 1,190 1,280 1,60 1,570 1,685 1,810 and Desin Strenth for Vertio+ in Uncracked Concrete Anchor Size () Embed. h nom ( ) Steel Insert Element (Threaded Rod or Bolt) 2,500 Minimum Concrete Compressive Strenth, f'c (psi),000,000 6,000 8,000 1/ 1, , , , , f u 58ksi 1,0 1,20 1,55 1,55 1,680 1,615 2,060 1,615 2,75 1,615 1/2 1,0 1,0 1,55 1,565 1,680 1,810 2,060 1,85 2,75 1,85 Steel Strenth Controls Concrete Breakout Strenth Controls Anchor Pullout / Pryout Powers USA: (800) 52-2 or (91) Canada: (905) or (51)

7 Vertio TM + REDUNDANT FASTENING APPLICATIONS For an anchorin system desined with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted neihborin anchors without sinificant consequences the fixture or remainin resistance of the anchorin system. In addition the requirements for anchors, the fixture bein attached shall be able resist the forces actin on it assumin one of the fixin points is not carryin load. It is assumed that by adherin the limits placed on n 1, n 2 and n below, redundancy will be satisfied. Anchors qualified for redundant applications may be desined for use in normal weiht and sand-lihtweiht cracked and uncracked concrete. Concrete compressive strenth of 2,500 psi shall be used for desin. No increase in anchor capacity is permitted for concrete compressive strenths reater than 2,500 psi. The anchor installation is limited concrete with a compressive strenth of 8,500 psi or less. Redundant applications shall be limited structures assined Seismic Desin Cateories A or B only. Redundant applications shall be limited support of nonstructural elements. Strenth Desin (Redundant Fastenin): For strenth desin, a redundant system is achieved by specifyin and limitin the followin variables n 1 = the tal number of anchorae points supportin the linear element n 2 = number of anchors per anchorae point n = facred load at each anchorae point,, usin load combinations from IBC Section or ACI 18 Section 9.2 Allowable Stress Desin (Redundant Fastenin): Desin values for use with allowable stress desin shall be established takin R d, ASD = φ ra.f ra å Where å is the conversion facr calculated as the weihted averae of the load facrs fro the controllin load combination. The conversion facr, å is equal 1. assumin all dead load. z y Anchor plate (for case shown, n 2 = ) x n 2 1 Facred load, n 7 Canada: (905) or (51) Powers USA: (800) 52-2 or (91)

8 Vertio TM + INSTALLATION SPECIFICATIONS Installation Table for Vertio+ Anchor in Redundant Fastenin Applications Anchor Property/ Settin Information Symbol Units anchor shank diameter d o drill bit diameter d bit Anchor Size / Threaded Coupler Diameter () 1/ 1/ " Wede-bit 0.75 " Wede-bit 0.75 " Wede-bit Wede-bit lerance rane Minimum nominal embedment depth h nom Effective embedment h ef Minimum hole depth h o Minimum member thickness h min Overall anchor lenth l anch Minimum ede distance c min Minimum spacin distance s min Maximum impact wrench power (rque) T ft.-. screw (N-m) (76.2) 8 (20) (76.2) 8 (20) (76.2) Impact wrench/socket size d h 11/16 11/16 11/16 Head heiht - / / / 25 (2) 25 (2) 8 (20) 25 (2) PERFORMANCE DATA FOR REDUNDANT FASTENING APPLICATIONS Redundant Fastenin Desin Information for Vertio+ Anchors in Normal Weiht Concrete and for Sand-Lihtweiht and Normal Weiht Concrete over Steel Deck 1,2,,.5.6 Anchor Size / Threaded Coupler Diameter () Desin Characteristic Notation Units 1/ 1/2 Anchor cateory 1, 2 or CHARACTERISTIC DESIGN STRENGTH (RESISTANCE) IN CRACKED OR UNCRACKED CONCRETE,5.6 Number of anchorae points Number of anchorae points Number of anchorae points Resistance, cracked or uncracked concrete (2,500psi) F ra n 1 n 1 n 1 n 1 n 1 n (.0) 50 (2.0) 675 (.0) 50 (2.0) 675 (.0) 50 (2.0) Strenth reduction facr φ ra The data in this table is intended be used with the desin provisions of this product; loads may be applied in any direction. 2. Installation must comply with published instructions and details.. All values of ø were determined from the load combinations of UBC Section , UBC Section , or ACI 18 Section It is assumed that the threaded rod or bolt used with the Vertio+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. 5. Anchors are permitted be used in structural sand-lihtweiht concrete provided the resistance value is multiplied by For installations throuh the soffit of steel deck in concrete see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacin alon the flute equal the reater of h ef or 1.5 times the flute width. Powers USA: (800) 52-2 or (91) Canada: (905) or (51)

9 Vertio TM + PERFORMANCE DATA (ALLOWABLE STRESS DESIGN) Ultimate Load Capacities for Vertio+ in Normal-Weiht Concrete 1,2 Anchor Size / Threaded Coupler Diameter Anchor Shank Diameter d o Minimum Embedment Depth h nom 2,500 psi (17.2 MPa),000 psi (20.7 MPa),000 psi (27.6 MPa) 6,000 psi (1. MPa) Minimum Concrete Compressive Strenth f' c 1/ (6.) (5.0),260 (1.5) 2,850,570 (15.9) 2,850,205 (18.8) 2,850 5,150 (2.0) 2,850 (5.0),260 (1.5),25,570 (15.9),25,205 (18.8),25 5,150 (2.0),25 1/2 (5.0),260 (1.5),25,570 (15.9),25,205 (18.8),25 5,150 (2.0),25 1. Tabulated load values are for anchors installed in concrete. Concrete compressive strenth must be at the specified minimum at the time of installation. 2. Ultimate load capacities must be reduced by a minimum safety facr of.0 or reater determine allowable workin load. Allowable Load Capacities for Vertio+ in Normal-Weiht Concrete 1 Anchor Size / Threaded Coupler Diameter Anchor Shank Diameter d o Minimum Embedment Depth h nom Minimum Concrete Compressive Strenth f' c 2,500 psi (17.2 MPa),000 psi (20.7 MPa),000 psi (27.6 MPa) 6,000 psi (1. MPa) 1/ (6.) 2 1/8 (5.0) 815 (.6) 85 (2.2) 890 (.0) 85 (2.2) 1, (2.2) 1,290 (5.7) 85 (2.2) 2 1/8 (5.0) 815 (.6) 890 (.0) 1,050 1,290 (5.7) 1/2 2 1/8 (5.0) 815 (.6) 890 (.0) 1,050 1,290 (5.7) 1. Allowable load capacities are calculated usin an applied safety facr of.0. ORDERING INFORMATION Vertio+ Rod Haner (Carbon Steel w/blue Tip) Cat. No. 7180SD 7181SD 7182SD Wede-Bits Cat. No Rod Dia. Screw Shank Size and Lenth Thread Style Pre-Drill Diameter 1/ x Wede-Bolt+ Wede-Bit 1/2 An SDS x 6 Wede-Bit (Cat# 0116 is included in each box of Vertio+) Wede-Bit Description SDS x 6 HD Straiht Shank x 6 Std. Box Std. Ctn Usable Lenth Std. Box Std. Ctn Powers Fasteners, Inc. All Rihts Reserved. For the most current product information please visit Canada: (905) or (51) Powers USA: (800) 52-2 or (91)