First Printing Errata (May 1, 2011)

Transcription

1 First Printing Errata (May 1, 2011)

2 Introduction Powers Fasteners, Inc. has been a worldwide pioneer in the fastening industry since 1921 and today is the leading supplier of concrete and masonry anchors and fastening systems in North America. Powers has extensive engineering and manufacturing expertise in several product groups, including mechanical anchors, adhesive anchoring systems and powered forcedentry systems such as powderactuated and gas fastening systems. The 6th Edition of the Powers Technical Manual for the Design Professional: This comprehensive technical manual was developed for the design professional and specifier. It is an update to our previous technical manual and is based on several decades of industry experience. The manual is the culmination of our efforts to include the latest in anchor technology, testing standards, performance data and product listings. It should be used as a reference for selecting and specifying the proper products for your anchoring and fastening applications. Use of our website is strongly recommended ( The Powers website contains our product information, documentation and updates. This includes product approvals and listings, MSDS sheets, general product information, software tools, contact information, newsletters and announcements. These program resources and supplements, combined with over twenty stocking locations throughout North America, provide one of the best engineering and field support systems available in the anchoring industry. Powers Design Assist (PDA) realtime anchor design software is more powerful than ever: Our PDA software provides codecompliant anchoring solutions in a dynamic environment with realtime results. It does more than just provide calculations. It is also a comprehensive digital library for mechanical anchors, adhesive anchoring systems and castinplace anchor products. Multiple products in the PDA software can be compared in seconds with utilization ratings using the innovative Anchor Tree feature. We invite you to utilize our other services for design professionals: Our engineering and field support teams can offer educational seminars/workshops, technical support and fieldtesting of Powers Fasteners products. We also offer our national Powers Training Vehicle (PTV) program for product installation demonstrations, instruction, and training for designers and contractors. We have a fully dedicated staff of customer support specialists and engineers to answer all of your technical needs. If you should have any questions or feedback, please contact customer service at (914) or toll free at (800) or by at engineering@powers.com. Individual help and specification tools are only minutes away: Improve your firm s specifications by adding our code compliant products into your design documents. If you would like assistance writing our products into your specifications, please contact our engineering department toll free at (888) or by at engineering@powers.com. We look forward to earning your specification and working with you. Quality Policy Powers Fasteners, Inc. is committed to meeting or exceeding our customer s expectations, for all our products and services, through continuous improvement of the Quality Management System. Quality Statement Powers Fasteners, Inc. is an ISO 9001:2008 certified anchoring products company and is dedicated to a quality leadership position in the design and manufacture of products for the construction industry. We strive to achieve this mission by seeking to achieve total customer satisfaction through high quality offerings in design and manufacturing. Powers Fasteners, Inc. values and promotes education and training, continuous product improvement through dedication and teamwork, environmental responsibility and a safe work place. Powers Fasteners, Inc. Frederic Powers III President Jeffrey Powers CEO Christopher Powers Chairman ii

3 PostInstalled Anchor Technology BASE MATERIALS (Continued) Rebar Size d No. 3 Rebar Area A br 2 (mm 2 ) Allowable Grade 40 Rebar Yield Strength Ultimate Strength Allowable Grade 60 Rebar Yield Strength Ultimate Strength ,200 4,400 7,700 2,640 6,600 9,900 (71.0) (9.9) (19.8) (34.7) (11.9) (29.7) (44.6) Common construction methods in which concrete can be used are shown in the following figures. No ,000 8,000 14,000 4,800 12,000 18,000 (129.0) (18.0) (36.0) (63.0) (21.6) (54.0) (81.0) Poured in Place concrete using a form system Composite slabs poured over steel deck No ,200 12,400 21,700 7,440 18,600 27,900 (200.0) (27.9) (55.8) (97.7) (33.5) (83.7) (125.6) No ,800 17,600 30,800 10,560 26,400 39,600 (283.9) (39.6) (79.2) (138.6) (47.5) (118.8) (178.2) No ,000 24,000 42,000 14,400 36,000 54,000 (387.1) (54.0) (108.0) (189.0) (64.8) (162.0) (243.0) Precast tees Precast beams and columns No ,800 31,600 55,300 18,960 47,400 71,100 (509.7) (71.1) (142.2) (248.9) (85.3) (213.3) (320.0) No. 9 No ,000 40,000 70,000 24,000 60,000 90,000 (645.2) (90.0) (180.0) (315.0) (108.0) (270.0) (405.0) ,400 50,800 88,900 30,480 76, ,300 (819.4) (114.3) (228.6) (400.1) (137.2) (342.9) (514.4) Posttensioned slabs and beams No. 11 No. 14 No. 18 Allowable psi (MPa) ,200 62, ,200 37,440 93, ,400 (1,006.4) (140.4) (280.8) (491.4) (168.5) (421.2) (631.8) ,000 90, ,500 54, , ,500 (1,451.6) (202.5) (405.0) (708.8) (243.0) (607.5) (911.3) , , ,000 96, , ,000 (2,580.6) (360.0) (720.0) (1,260.0) (432.0) (1,080.0) (1,620.0) The strengths listed in the table above are calculated based on the following stresses. The allowable tensile stress, fs, for the reinforcing is based on the building code requirements. Grade 40 Rebar Yield Strength psi (MPa) Ultimate Strength psi (MPa) Allowable psi (MPa) Grade 60 Rebar Yield Strength psi (MPa) Ultimate Strength psi (MPa) 20,000 40,000 60,000 24,000 60,000 90,000 (138.0) (276.0) (414.0) (165.6) (414.0) (621.0) Generally, concrete is capable of sustaining a higher load than brick or block. As the embedment depth of an anchor or fastener is increased, the tension load will increase up to a point at which either the capacity of the anchor is reached in pullout or steel strength or the capacity of the concrete is reached where the base material fails locally. Precast plank Masonry Materials Tiltup wall panels The strength of masonry walls is usually less than that of concrete and the consistency of these materials can vary on a regional basis. To form a wall, individual masonry units are bonded together with a cement mortar. A vertical row is called a course and a horizontal row is called a wythe. The strength of the mortar is often the critical factor in product performance. Anchors or fasteners may be installed in the horizontal mortar joint or directly into some types of masonry units. In field testing, products should be installed and loaded to simulate the actual placement. The reaction bridge used should span the joint or unit to provide an unrestrained test. Note: Hollow base materials require special care as the anchor or fastener must be properly sized to coincide with the wall thickness or selected to properly expand in the void for toggle type anchors. When using anchors, spalling can occur during the drilling process, further decreasing the wall thickness. Manufacturers of hollow base materials often specify a maximum load that can be applied to the material. Since the strength of masonry materials varies widely, job site tests are recommended to determine actual load capacities for critical applications. Concrete Block Masonry block is found in a variety of sizes and shapes depending upon the age and location of a building. Both hollow and solid styles which can be classified as loadbearing or nonload bearing are used. Loadbearing block, known as a concrete masonry unit (CMU) is generally suitable for anchoring or fastening. Powers USA: (800) or (914) Canada: (905) or (514)

4 PostInstalled Anchor Technology ANCHOR BEHAVIOR (Continued) Anchor Material Failure A failure of the anchor body or rod will occur when the applied load exceeds the strength of the material from which the anchor is manufactured. For mechanical anchors, this usually occurs for anchors which are embedded deep enough to develop the full strength of the expansion mechanism and the base material. For adhesive anchors, this will occur when the base material and bond strength of the adhesive is greater than the strength of the anchor rod. Spacing or Edge Failure The spacing and edge distance of installed anchors will affect the mode of failure along with the resulting ultimate load capacity. Anchors which are spaced close together will have a compound influence on the base material resulting in lower individual ultimate load capacities. For anchors installed close to an unsupported edge, the load capacity will be affected by both the direction of the load and the distance from the edge. As load is applied, a concrete cone type of failure will occur. This can be caused by the compressive forces generated by the expansion mechanism or by the stresses created by the applied load. Base Material Splitting Concrete and masonry units must be of sufficient size to prevent cracking or splitting during anchor installation and as load is applied. The critical dimensions include the thickness and the width of the base material. Anchor Preload and Torque Anchor preload is developed by the setting action in a displacement controlled anchor or the tightening of a bolt/nut in a torque controlled anchor. When a load is applied to an anchor, significant displacement will not occur until the preload in the anchor has been exceeded. The amount of preload normally does not have any effect on ultimate load capacity provided the anchor is properly set. By tightening a torque controlled anchor a particular number of turns or to a specific torque level, the anchor is initially preloaded. This action will reduce the overall displacement of the anchor and normally ensures that elastic behavior will occur in the working load range (but should not be counted on where cracking of the concrete may occur, e.g. seismic event). A preload may also be applied to achieve a clamping force between the fixture and the base material. The diagram below shows the effect of preload on the performance characteristics of two wedge anchor samples. Load Effects of preload on anchor performance In curve 1, the tightened anchor does not experience significant displacement until well above the working load. Curve 2 shows the performance of the anchor not tightened which experiences marked displacement in the working load range. Preload Relaxation In concrete, anchors which have been preloaded by tightening or the application of an installation torque will experience a phenomena called preload relaxation. This will also occur in masonry base materials. In a typical mechanical anchor installation, high bearing stresses against the concrete base material are created around the expansion mechanism of the anchor as it is preloaded. These high bearing stresses cause the concrete in the area of the expansion mechanism to creep which results in a slight movement of the anchor. This slight movement causes a reduction of preload and a corresponding reduction in the measured torque. Industry experience has shown that a decrease in preload in the range of 40 to 60 percent can be expected in normalweight concrete. This will vary depending upon the modulus of elasticity of the concrete. The final preload is typically 1.5 to 2.0 times the working load based on the use of a safety factor of 4. Typical load relaxation is shown in the following diagram. Percent of Initial Value Ultimate Load Working Load Preload Preloaded Anchor 2 Non Preloaded Anchor Typical preload relaxation Displacement Time (Days) Relaxation begins immediately after tightening with most of the relaxation occurring during the first few hours after installation. For example, in an application where an installation torque of 60 footpounds is applied, a decrease in the torque measured 24 hours later to a level of 30 footpounds due to preload relaxation would be considered normal. Retorquing of the anchors may slightly increase the final value of the preload, however, this is not normally recommended as repeated tightening may eventually jack the anchor out of the base material, especially for expansion anchors where the high compressive forces developed by the expansion mechanism of some anchors may cause localized failure of the concrete. Powers USA: (800) or (914) Canada: (905) or (514)

5 PostInstalled Anchor Technology INSTALLATION CRITERIA As with any building component, proper installation is the key to a successful application once an anchor has been designed and properly selected. Drilled Hole A properly drilled hole is a critical factor both for ease of installation and optimum anchor performance. The anchors selected and the drill bits to be used should be specified as part of the total anchoring system. Most Powers anchors are designed to be installed in holes drilled with carbide tipped bits meeting the requirements of the American National Standards Institute (ANSI) Standard B unless otherwise specified. If alternate bit types are used, the tip tolerance should be within the ANSI range unless otherwise permitted. The following table lists the nominal drill bit diameter along with the tolerance range established by ANSI for the carbide tip. Nominal Drill 1/8" " 11/16" " 5/32" " 3/4" " 11/64" " 27/32" " 3/16" " 7/8" " 7/32" " 15/16" " 1/4" " 1" " 9/32" " 1 1/8" " 5/16" " 1 1/4" " 3/8" " 1 3/8" " 7/16" " 1 1/2" " 1/2" " 1 5/8" " 9/16" " 1 3/4" " 5/8" " 2" " When drilling an anchor hole using a carbide tipped bit, the rotary hammer or hammer drill used transfers impact energy to the bit which forms the hole primarily due to a chiseling action. This action forms an anchor hole which has roughened walls. Mechanical anchors should not be installed in holes drilled with diamond tipped core bits unless testing has been conducted to verify performance. Adhesive anchors should also be tested. A diamond tipped bit drills a hole which has very smooth walls which can cause some anchor types to slip and fail prematurely. Smooth walls should generally be roughened and cleaned. During the drilling operation, bit wear should be monitored to ensure that the carbide tip does not wear below the following limits to ensure proper anchor functioning. This is especially important when using mechanical anchors (including screw anchors). Generally, mechanical anchors can be installed in holes drilled with bits which have worn, but are still in the acceptable range. This depends on the base material, so this information should be used as a guide. Nominal Drill ANSI Standard Lower Wear Nominal Drill Nominal Drill ANSI Standard Lower Wear 3/16" 0.190" 5/8" 0.639" 1/4" 0.252" 3/4" 0.764" 5/16" 0.319" 7/8" 0.897" 3/8" 0.381" 1" 1.022" 1/2" 0.510" 1 1/4" 1.270" Anchor holes should be drilled to the proper depth which is based on the anchor style. The recommended drilling depth is listed in the installation instructions for the individual products. When a onestep anchor such as a wedge style is installed, the expansion mechanism scrapes the walls of the anchor hole. This scraping action pushes concrete dust particles ahead of the anchor. When using this style of anchor, the purpose of drilling the anchor hole to the recommended depth is to allow a place for the dust to settle as the anchor is installed. Anchor holes should be thoroughly cleaned prior to installation of the anchor unless otherwise noted. This procedure is easily accomplished using compressed air or a vacuum. Dust and other debris must be removed from the hole to allow an anchor to be installed to the required embedment and to ensure that the expansion mechanism can be properly actuated. Extra care must be be taken when using adhesives. The drilled hole should be thoughly cleaned, including brushing and blowing of the anchor hole with suitable equipment to ensure that a proper bond is developed. See specific product information concerning suitability of installations in wet or submerged environments. Anchor Alignment Anchors should be installed perpendicular to the surface of the base material. Within the industry, +/ 6 is typically used as the permissible deviation from perpendicular. If anchors are installed beyond this point, calculations to ensure that a bending load has not been created may need to be performed. Job site tests may be required to determine actual load capacities if anchors are not installed perpendicular to the surface of the base material. Clearance Holes Powers anchors are designed to be installed in holes drilled in concrete and masonry base materials with carbide tipped drill bits meeting the requirements of ANSI B as listed in the previous section unless otherwise noted. The actual hole diameter drilled in the base material using an ANSI Standard carbide tipped bit is larger than the nominal diameter. For example, a 1/2" nominal diameter drill bit has an actual O.D. of 0.520" to 0.530". When selecting the diameter of the hole to be predrilled in a fixture, the diameter of the hole selected should allow for proper anchor installation. For through fixture installations, it is necessary to predrill or punch a minimum clearance hole in the fixture which is large enough to allow the carbide tipped bit and the anchor to pass through. Onestep mechanical expansion anchors require a predrilled hole in the fixture which is large enough for the expansion mechanism to be driven through. Normally, for mechanical expansion anchor sizes up to 7/8", the minimum clearance hole required is the anchor diameter plus 1/16". For sizes 1" and larger, the minimum clearance hole is the anchor diameter plus 1/8". This clearance hole should be adjusted to allow for any coating applied to the fixture. As in all applications, the design professional responsible for the installation should determine the clearance hole to be used based on the anchor selected and relevant code requirements. Powers USA: (800) or (914) Canada: (905) or (514)

6 PostInstalled Anchor Technology DESIGN RECOMMENDATIONS (Continued) Anchors for use in Seismic Design Seismic design as based on the building codes require that building structures resist the effects of ground motion induced by an earthquake. Each structure is assigned to a seismic design category/zone based on the location of the building site as referenced in the building codes. Seismic design is complex as it considers several influencing factors such as site geology and soil characteristics, building occupancy categories, building configuration, structural systems, and lateral forces. Lateral forces are critical because of an earthquakes tendency to shake the building structure from side to side. Anchors to be used for seismic loads will not be fully loaded in place until an earthquake occurs. Test methods have been developed to provide a criteria for evaluating the performance of both adhesive and mechanical anchors when subjected to simulated seismic loading. Anchors are subjected to a simulated seismic load cycle. In shear, anchors are tested and are subjected to alternating load applications. The criteria to be used as conditions of acceptance are based on conducted testing according to ASTM and ICCES Acceptance Criteria, including seismic qualification on several anchoring products. See individual product sections for more information. Allowable Stress Design (ASD) Example The following example is provided as a reference to familiarize the designer with the use of spacing and edge distance reduction factors. In this application, a steel angle is to be fastened to a 6,000 psi precast structure to reinforce the existing column and beam connections as shown in the following diagram. The designer has previously calculated the service loads and would prefer to use 4 anchors. Based on the calculations, the required service loads for an anchor at location No. 1 would be 1,500 in tension and 2000 in shear. The WedgeBolt+ anchor has been selected because of the finished appearance. For an installation in 6,000 psi concrete, the following information is obtained from the load capacity chart for the carbon steel WedgeBolt+ anchor. Anchor diameter: 3/4" Embedment depth: 5" Maximum Allowable Load: 4,850 Maximum Allowable Load: 5,425 The spacing and edge distance factors would be applied as follows. For anchor No. 1, the reductions which should be applied are for the influence of the spacing from anchor No. 4 and two edge distance influences ( 6" horizontally and 7 1/2" vertically). Refer to the Load Adjustment Factors for Normalweight Concrete tables for the applicable reduction factors located in the product section of this manual. Allowable Load For the 6" spacing, F NS = 0.75 (taken from the spacing table for tension). For the 6" edge distance, F NC = 1.00 (taken from the edge distance table for tension). For the 7 1/2" edge distance, F NC = 1.00 (taken from the edge distance table for tension). The allowable tension load based on the reduction factors is calculated as follows: Allowable Load = 4,850 x 0.75 x 1.00 x 1.00 = 3,635 Allowable Load For the 6" spacing, F VS = 0.88 (taken from the spacing table for tension). For the 6" edge distance, F VC = 0.62 (taken from the edge distance table for tension). For the 7 1/2" edge distance, F VC = 0.81 (taken from the edge distance table for tension). The allowable tension load based on the reduction factors is calculated as follows: Allowable Load = 5,425 x 0.88 x 0.62 x 0.81 = 2,395 12" 7 1/2" " 6" 6" 6" Combined Loading Once the allowable load capacities are established including the effects of spacing and edge distance, the combined loading formula should be checked. (1500/3635) 5/3 + (2000/2395) 5/ = , OK. The design approach would be similar for the remainder of the anchors using allowable stress design Canada: (905) or (514) Powers USA: (800) or (914)

7 PRODUCT INFORMATION PowerStud+ SD1 INSTALLATION SPECIFICATIONS Installation Table for PowerStud+ SD1 1 Anchor Property/Setting Information Notation Units Anchor diameter d o Nominal Anchor Diameter 1/4 3/8 1/2 5/8 3/4 7/8 1 11/ (6.4) (9.5) (12.7) (15.9) 0.75 (19.1) (22.2) 1 (25.4) 1.25 (31.8) diameter of hole clearance in fixture d h 5/16 (7.5) 7/16 (11.1) 9/16 (14.3) 11/16 (17.5) 13/16 (20.6) 15/16 (23.8) 11/8 (28.6) 13/8 (34.9) Nominal drill bit diameter d bit 1/4" ANSI 3/8" ANSI 1/2" ANSI 5/8" ANSI 3/4" ANSI 7/8" ANSI 1" ANSI 11/4" ANSI nominal embedment depth h nom 13/4 (44) 23/8 (60) 21/2 (64) 33/4 (95) 33/8 (86) 45/8 (117) 4 (102) 41/2 (114) 51/2 (140) 61/2 (165) Effective embedment h ef 1.5 (38) 2 (51) 2 (51) 3.25 (83) 2.75 (70) 4 (102) (79) 3.5 (89) (111) (137) hole depth 2 h o 2 (51) 25/8 (67) 23/4 (70) 4 (102) 33/4 (95) 5 (127) 41/4 (108) 413/16 (122) 47/8 (124) 71/4 (184) member thickness 2 h min 4 (102) 4 (102) 5 (127) 6 (152) 6 (152) 7 (178) 6 (152) 10 (254) 10 (254) 12 (305) overall anchor length l anch 21/4 (57) 3 (76) 33/4 (95) 51/2 (140) 41/2 (114) 6 (152) 51/2 (140) 6 (152) 9 (229) 9 (229) edge distance 2 c min 13/4 (44) 21/4 (57) 51/4 (133) 4 (102) 51/2 (140) 41/4 (108) 5 (127) 7 (178) 8 (203) 8 (203) spacing distance 2 s min 21/4 (57) 33/4 (95) 71/4 (184) 5 (127) 11 (279) 41/4 (108) 6 (152) 61/2 (165) 8 (203) 8 (203) Critical edge distance 2 c ac 31/2 (89) 61/2 (165) 81/2 (216) 8 (203) 6 (152) 10 (254) 11 (279) 12 (305) 12 (305) 15 (381) Installation torque 3 T inst ft.lbf. (Nm) 4 (5) For SI: 1 inch = 25.4 mm, 1 ftlbf = Nm. 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2. For installations through the soffit of steel into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1inch offset in either direction from the center of the flute. In addition, anchors must have an axial spacing along the flute equal to the greater of 3h ef or 1.5 times the flute width. 3. For installation of 5/8inch diameter anchor through the soffit of the steel deck into structural sandlightweight concrete, installation torque is 50 ft.lbf. For installation of 3/4inch diameter anchor through the soffit of the steel deck into structural sandlightweight concrete, installation torque is 80 ft.lbf. PowerStud+ SD1 Anchor Detail 20 (27) Torque wrench/socket size 7/16 9/16 3/4 15/16 11/8 15/16 11/2 17/8 Nut height In. 7/32 21/64 7/16 35/64 41/64 3/4 55/64 11/16 40 (54) Head Marking Length Identification Mark From Up to but not including A 11/2 2 B 2 21/2 C 21/2 3 D 3 31/2 Mark G H I J From 41/2 5 51/2 6 Up to but not including Mark From 5 51/2 M 71/2 Legend Letter Code = Length Identification Mark + Symbol = Strength Design Compliant Anchor (see ordering information) Number Code = Carbon Steel Body and Expansion Clip (not on 1/4 diameter anchors) E 31/2 Powers USA: (800) or (914) Canada: (905) or (514) C +1 N 8 80 (108) 6 O 81/2 110 (149) 61/2 P 9 4 K 61/2 7 Q 91/2 175 (237) F 4 41/2 L 7 71/2 R 10 Up to but not 8 81/2 9 91/ including Length identification mark indicates overall length of anchor. 225 (305) S (508) T 12 13

8 PRODUCT INFORMATION PowerStud+ SD1 STRENGTH DESIGN PERFORMANCE DATA Factored design strength ØNn and ØVn Calculated in accordance with ACI 318 Appendix D Compliant with the International Building Code and Design Strengths for PowerStud+ SD1 in Cracked Concrete 16 Nominal Anchor Diameter () Nominal Embed. h nom () øn n () Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 øv n () øn n () øv n () øn n () øv n () øn n () øv n () øn n () 1/4 13/4 3/8 23/8 1,325 1,380 1,450 1,380 1,675 1,380 2,050 1,380 2,365 1,380 1/2 21/4 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,290 2,795 2,290 1/2 33/4 1,630 2,290 1,785 2,290 2,060 2,290 2,520 2,290 2,915 2,290 5/8 33/8 2,520 3,185 2,760 3,185 3,185 3,185 3,905 3,185 4,505 3,185 5/8 45/8 2,895 3,185 3,170 3,185 3,660 3,185 4,480 3,185 5,175 3,185 3/4 4 4,135 4, , , , ,460 7/8 41/2 3,620 5,730 3,965 5,730 4,575 5,730 5,605 5,730 6,470 5, /2 7,140 7,110 7,820 7,110 9,030 7,110 11,060 7,110 12,770 7, /4 61/2 9,720 11,540 10,650 11,540 12,295 11,540 15,060 11,540 17,390 11,540 øv n () and Design Strengths for PowerStud+ SD1 in Uncracked Concrete 16 Nominal Anchor Diameter () Legend Nominal Embed. h nom () øn n () Steel Strength Controls Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 øv n () øn n () øv n () øn n () Concrete Breakout Strength Controls øv n () øn n () øv n () øn n () 1/4 13/4 1, , , , , /8 23/8 1,860 1,380 2,040 1,380 2,355 1,380 2,885 1,380 3,330 1,380 1/2 21/4 2,095 2,290 2,295 2,290 2,645 2,290 3,240 2,290 3,745 2,290 1/2 33/4 3,590 2,290 3,935 2,290 4,545 2,290 5,565 2,290 6,425 2,290 5/8 33/8 3,555 3,185 3,895 3,185 4,500 3,185 5,510 3,185 6,365 3,185 5/8 45/8 6,240 3,185 6,835 3,185 7,895 3,185 9,665 3,185 10,850 3,185 3/4 4 4,310 4,460 4,720 4,460 5,450 4,460 6,675 4,460 7,710 4,460 7/8 41/2 5,105 5,730 5,595 5,730 6,460 5,730 7,910 5,730 9,135 5, /2 7,140 7,110 7,820 7,110 9,030 7,110 11,060 7,110 12,770 7, /4 61/2 9,720 11,540 10,650 11,540 12,295 11,540 15,060 11,540 17,390 11,540 Anchor Pullout/Pryout Strength Controls øv n () 1. Tabular values are provided for illustration and are applicable for single anchors installed in normalweightconcrete with minimum slab thickness, h a = h min, and with the following conditions: c a1 is greater than or equal to the critical edge distance, c ac (table values based on c a1 = c ac). c a2 is greater than or equal to 1.5 c a1. Ca1 2. Calculations were performed according to ACI Appendix D. The load level corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, h ef, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. 3. Strength reduction factors (Ø) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. 4. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. Ca2 ha 5. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. 6. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Powers USA: (800) or (914) Canada: (905) or (514)

9 PRODUCT INFORMATION PowerStud+ SD1 ALLOWABLE STRESS DESIGN (ASD) PERFORMANCE DATA Allowable Load Capacities for PowerStud+ SD1 in NormalWeight Concrete 1,2 Nominal Anchor Diameter d () Embedment Depth () Concrete Compressive Strength f'c (psi) 2,500 3,000 4,000 6,000 8,000 () () () () () () () () () () 1/4 13/ , , , /8 23/8 1, , , , , /2 21/2 1, ,435 1,005 1,655 1,160 2,025 1,420 2,340 1,430 1/2 33/4 2,245 1,430 2,460 1,430 2,840 1,430 3,480 1,430 4,020 1,430 5/8 33/8 2,225 1,990 2,435 1,990 2,810 1,990 3,445 1,990 3,975 1,990 5/8 4 5/8 3,900 1,990 4,270 1,990 4,935 1,990 6,040 1,990 6,780 1,990 3/4 4 2,695 2,210 2,950 2,420 3,405 2,785 4,170 2,785 4,820 2,785 7/8 41/2 3,190 3,585 3,495 3,585 4,040 3,585 4,945 3,585 5,710 3, /2 4,460 4,440 4,885 4,440 5,645 4,440 6,910 4,440 7,980 4,440 11/4 61/2 6,075 7,210 6,655 7,210 7,685 7,210 9,410 7,210 10,865 7, Tabulated load values are for anchors installed in concrete. Concrete compresive strength must be at the specified minimum at the time of installation. 2. Allowable load capacities are multiplied by reduction factors when anchor spacing or edge distances are less than critical distances. ALLOWABLE STRESS DESIGN (ASD) DESIGN CRITERIA Edge Distance and Spacing Distance (F NS, F NC ) Adjustment Factors for NormalWeight Concrete Spacing Distance (inches) Dia. (in) 1/4 3/8 1/2 1/2 5/8 5/8 3/4 7/8 1 11/4 h ef () 13/4 23/8 21/2 33/4 33/8 4 5/8 4 41/2 51/2 61/2 s min () 21/4 33/4 7 1/ /4 6 61/ / / / / / / / / / / / / Dia. (in) 1/4 3/8 1/2 1/2 5/8 5/8 3/4 7/8 1 11/4 h nom () 13/4 23/8 21/2 33/4 33/8 4 5/8 4 41/2 51/2 61/2 c ac () 31/2 61/2 81/ cmin () 23/4 23/4 51/4 4 51/2 43/ / / / / Edge Distance (inches) 51/ / / / / / / / Powers USA: (800) or (914) Canada: (905) or (514)

10 PowerStud+ SD1 PRODUCT INFORMATION ALLOWABLE STRESS DESIGN (ASD) DESIGN CRITERIA Spacing Distance (F VS ) Adjustment Factors for NormalWeight Concrete Spacing Distance (inches) Dia. (in) 1/4 3/8 1/2 1/2 5/8 5/8 3/4 7/8 1 11/4 h nom () 13/4 23/8 21/2 33/4 33/8 4 5/8 4 41/2 51/2 61/2 s min () 21/4 33/4 7 1/ /4 6 61/ / / / / / / / / / / / / / / / / / NOTE: See installation table for PowerStud+SD1 for minimum edge distances, C min Canada: (905) or (514) Powers USA: (800) or (914)

11 ORDERING INFORMATION PRODUCT INFORMATION PowerStud+ SD1 (Carbon Steel Body and Expansion Clip) Cat. No. Anchor Size Thread Length Box Qty. Ctn. Qty. Wt./100 (lbs) 7400SD1 1/4 x 13/4 3/ SD1 1/4 x 21/4 11/ SD1 1/4 x 33/4 21/ SD1 3/8 x 21/4 7/ SD1 3/8 x 23/4 13/ SD1 3/8 x 3 15/ SD1 3/8 x 31/2 21/ SD1 3/8 x 33/4 23/ SD1 3/8 x 5 35/ SD1 3/8 x 7 55/ SD1 1/2 x 23/ SD1 1/2 x 33/ SD1 1/2 x 41/2 23/ SD1 1/2 x 51/2 33/ SD1 1/2 x 7 51/ SD1 1/2 x 81/2 63/ SD1 5/8 x 31/2 11/ SD1 5/8 x 41/2 21/ SD1 5/8 x SD1 5/8 x SD1 5/8 x SD1 5/8 x 81/2 61/ SD1 5/8 x 10 81/ SD1 3/4 x 41/4 23/ SD1 3/4 x 43/4 27/ SD1 3/4 x 51/2 35/ SD1 3/4 x 61/4 33/ SD1 3/4 x 7 33/ SD1 3/4 x 81/2 33/ SD1 3/4 x 10 33/ SD1 3/4 x 12 33/ SD1 7/8 x 6 23/ SD1 7/8 x 8 43/ SD1 7/8 x 10 63/ SD1 1 x 6 41/ SD1 1 x 9 41/ SD1 1 x 12 41/ SD1 11/4 x 9 43/ SD1 11/4 x 12 73/ PowerStud+ SD1 Installation Accessories Cat. No. Description Box Qty Adjustable torque wrench with 1/2 square drive (25 to 250 ft.) Hand pump / dust blower 1 Tie Wire PowerStud+ SD1 (Carbon Steel Body and Expansion Clip) Cat. No. Anchor Size Thread Length Box Qty. Ctn. Qty. Wt./100 (lbs) 7409SD1 1/4 N/A Shaded catalog numbers denote sizes which are less than the minimum standard anchor length for strength design. The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers Powers Fasteners, Inc. All Rights Reserved. PowerStud+ is a registered trademark of Powers Fasteners, Inc. For the most current information please visit Powers USA: (800) or (914) Canada: (905) or (514)

12 PRODUCT INFORMATION PowerStud+ SD2 INSTALLATION SPECIFICATIONS Installation Table for PowerStud+ SD2 1 Anchor Property/Setting Information Notation Units Nominal Anchor Size 3/8" 1/2" 5/8" 3/4" Anchor diameter d o (9.5) (12.7) (15.9) (19.1) diameter of hole d 7/16 9/16 11/16 13/16 clearance in fixture h (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter d 3/8 1/2 5/8 3/4 bit ANSI ANSI ANSI ANSI nominal embedment h 2 3/8 2 1/2 3 3/4 3 7/8 4 7/8 4 1/2 5 3/4 depth nom (60) (64) (95) (98) (124) (114) (146) Effective embedment h /4 3 1/4 4 1/4 3 3/4 5 ef (51) (51) (83) (83) (108) (95) (127) hole depth 1 h 2 5/8 2 3/ /4 5 1/4 4 3/4 6 o (67) (70) (102) (108) (133) (121) (152) concrete member h 4 4 1/ /4 5 3/4 5 3/4 6 1/ thickness1 min (102) (114) (152) (146) (146) (146) (165) (203) (178) (254) overall anchor length l 3 3 3/4 4 1/2 4 3/ /4 7 anch (76.2) (95) (114) (121) (152) (159) (178) edge distance 1 c 2 1/ / /4 4 1/4 4 1/ /2 min (63.5) (102) (70) (102) (70) (108) (108) (127) (114) spacing distance 1 s 3 1/ /4 4 1/4 6 6 min (88.9) (152) (152) (102) (152) (108) (108) (152) (152) Critical edge distance 1 c 6 1/ / ac (165.1) (203) (254) (203) (400) (254) (305) (305) Installation torque T ft.lb inst (Nm) (27) (54) (81) (149) Torque wrench socket size 9/16 3/4 15/16 1 1/8 Nut height 21/64 7/16 35/64 41/64 1. For installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h ef or 1.5 times the flute width. PowerStud+ SD2 Anchor Detail Head Marking Legend Letter Code = Length Identification Mark + Symbol = Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip Length Identification Mark A B C D E F G H I J From 11/2 2 21/2 3 31/2 4 41/2 5 51/2 6 Up to but not including 2 21/2 3 31/2 4 41/2 5 51/2 6 61/2 Mark From K 61/2 L 7 M 71/2 N 8 O 81/2 Length identification mark indicates overall length of anchor. Up to but not including 7 71/2 8 81/2 9 Powers USA: (800) or (914) Canada: (905) or (514)

13 PowerStud+ SD2 PRODUCT INFORMATION INSTALLATION INSTRUCTIONS Installation Instructions for PowerStud+ SD2 1.) Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the drill bit used should meet the requirements of ANSI Standard B ) Remove dust and debris from the hole. 3.) Position the washer on the anchor and thread on the nut. If installing through a fixture, drive the anchor through the fixture into the hole. Be sure the anchor is driven to the minimum required nominal embedment depth, h nom 4.) Tighten the anchor with a torque wrench by applying the required installation torque, T inst. Installation Detail A: for PowerStud+ SD2 Installed Through Soffit of Steel Deck into Concrete 1 Installation Detail B: for PowerStud+ SD2 Installed Through Soffit of Steel Deck into Concrete 2,3 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A profiles may be installed with a maximum 1inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. 2. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail B profiles may be installed with a maximum 1/8inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. 3. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 31/4inch and a minimum hole clearance 3/4inch is satisfied Canada: (905) or (514) Powers USA: (800) or (914)

14 PRODUCT INFORMATION PowerStud+ SD2 PERFORMANCE DATA Design Information (For use with load combinations taken from ACI 318 Section 9.2) 1,2 Design Characteristic Notation Units Anchor category 1, 2 or 3 specified yield strength (neck) specified ultimate strength (neck) Effective tensile stress area (neck) Steel strength in tension Reduction factor for steel strength 3 Effective embedment Effectiveness factor for uncracked concrete Effectiveness factor for cracked concrete Modification factor for cracked and uncracked concrete 5 Critical edge distance Reduction factor for concrete breakout strength 3 Characteristic pullout strength, uncracked concrete (2,500 psi) 6 Characteristic pullout strength, cracked concrete (2,500 psi) 6 Reduction factor for pullout strength 3 Characteristic pullout strength, seismic 6,9 Reduction factor for pullout strength 3 f y f uta A se N sa Ø CONCRETE BREAKOUT STRENGTH IN TENSION 8 h ef k uncr k cr c,n c ac Ø PULLOUT STRENGTH IN TENSION (NONSEISMIC APPLICATIONS) 8 N p,uncr N p,cr Ø PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS 8 Ø Nominal Anchor Size 3/8 1/2 5/ PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SANDLIGHTWEIGHT AND NORMALWEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, uncracked concrete over steel deck, according to Installation Detail A 10 Characteristic pullout strength, cracked concrete over steel deck, according to Installation Detail A 10 Characteristic pullout strength, uncracked concrete over steel deck, according to Installation Detail B 10 Characteristic pullout strength, cracked concrete Reduction factor for pullout strength 3 N eq (N p,seis ) N p,deck,uncr N p,deck,cr Ø STEEL STRENGTH IN TENSION 4 ksi (N/mm 2 ) 96.0 (662) ksi (N/mm 2 ) (827) in 2 (mm 2 ) (35.6) lb lb lb lb lb lb 6,625 (29.4) 2.00 (51) The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply. 2. Installation must comply with published instructions and details. 3. All values of ø were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of ø must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for the appropriate ø factor. 4. The PowerStud+ SD2 is considered a ductile steel element in tension as defined by ACI 318 D.1. Reported values for steel strength in tension are based on test results per ACI and shall be used for design. 5. For all design cases use c,n = 1.0. Select appropriate effectiveness factor for cracked concrete (k cr ) or uncracked concrete (k uncr ). 6. For all design cases use c,p = 1.0. For concrete compressive strength greater than 2,500 psi, N pn = (pullout strength value from table)*(specified concrete compressive strength/2500)n. For concrete over steel deck the value of 2500 must be replaced with the value of For all anchors n = 1/2 with the exception of the 3/8 anchor size for cracked concrete where n = 1/3. 7. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. 8. Anchors are permitted to be used in structural sandlightweight concrete provided that N b, N eq and N pn are multiplied by a factor of 0.60 (not required for steel deck). 9. Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section Values for N p, deck are for structural sandlightweight concrete (f c, min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.5.2 is not required for anchors installed in the flute (soffit). Powers USA: (800) or (914) Canada: (905) or (514) See note 5 8 (203) 2,775 (12.3) 2,165 (9.6) 2,165 (9.6) 1,855 (8.3) 1,445 (6.4) 2.00 (51) 8 (203) 1.0 See note 5 See note 7 See note (83) 6,615 (29.4) 4,375 (19.5) 3.25 (83) See note (Condition B) 0.65 (Condition B) See note 7 4,375 4,980 (19.5) See note 7 (22.4) See note 7 2,065 (9.2) 1,465 (6.5) N lb 1,600 2,025 p,deck,uncr (5.6) (6.4) over steel deck, according to Installation Detail B 10 N lb 1,250 1,435 p,deck,cr (5.6) (6.4) 85.0 (586) (731) (65.0) 10,445 (48.0) 10 (254) 3,930 (17.5) 2,600 (11.6) Not Applicable Not Applicable 85.0 (586) (731) (104.5) 13,080 (58.2) (203) See note 7 See note (Condition B) 4,665 (20.8) 3,305 (14.7) Not Applicable Not Applicable 0.65 (Condition B) 4.25 (108) 153/4 (400) See note 7 4,980 (22.4) 7,365 (32.8) 3,490 (15.5) Not Applicable Not Applicable 3.75 (95) 12 (305) See note 7 See note 7 3/ (483) 90.0 (620) (153.2) 21,230 (94.4) See note 5 4,900 (21.8) 3,470 (15.4) 5.00 (127) 12 (305) See note 7 7,795 (35.1) 7,795 (35.1) Not Applicable Not Applicable

15 PRODUCT INFORMATION PowerStud+ SD2 Factored Design Strength (ØN n and ØV n ) Calculated in Accordance with ACI 318 Appendix D: 1. Tabular values are provided for illustration and are applicable for single anchors installed in normalweight concrete with minimum slab thickness, h a = h min, and with the following conditions: c a1 is greater than or equal to the critical edge distance, c ac (table values based on c a1 = c ac). c a2 is greater than or equal to 1.5 c a1. Ca1 2. Calculations were performed according to ACI Appendix D. The load level corresponding to the controlling failure mode is listed (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, h ef, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. 3. Strength reduction factors ( ø) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. 4. Tabular values are permitted for static loads only, seismic loading is not considered with these tables. Ca2 ha 5. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. 6. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. and Design Strength for PowerStud+ SD2 in Cracked Concrete Nominal Anchor Size () 3/8 Nominal Embed. h nom () 23/8 ØN n () 1,405 2,500 ØV n () ØN n () Concrete Compressive Strength, f'c (psi) 3,000 4,000 6,000 8,000 ØV n () ØN n () ØV n () ØN n () ØV n () ØN n () ØV n () 1,315 1,495 1,315 1,645 1,315 1,885 1,315 2,075 1,315 1/2 21/2 33/4 1,565 2,845 1,685 3,015 1,710 3,115 1,845 3,015 1,975 3,595 2,130 3,015 2,420 4,405 2,605 3,015 2,795 5,085 3,010 3,015 5/8 37/8 47/8 3,235 3,235 3,575 4,885 3,545 3,545 3,920 5,355 4,095 4,095 4,525 6,180 5,015 5,015 5,540 6,370 5,790 5,790 6,370 6,370 41/2 4,010 4,730 4,395 5,185 5,075 5,985 6,215 6,615 7,175 6,615 3/4 53/4 5,065 6,615 5,550 6,615 6,410 6,615 7,850 6,615 9,065 6,615 and Design Strength for PowerStud+ SD2 in Uncracked Concrete Concrete Compressive Strength, f'c (psi) Nominal Nominal Anchor Embed. 2,500 3,000 4,000 6,000 8,000 Size h nom () ( ) ØN n () ØV n () ØN n () ØV n () ØN n () ØV n () ØN n () ØV n () ØN n () ØV n () 3/8 23/8 1,805 1,315 1,975 1,315 2,280 1,315 2,795 1,315 3,225 1,315 1/2 21/2 33/4 2,205 4,300 2,375 3,015 2,415 4,710 2,605 3,015 2,790 5,440 3,005 3,015 2,795 6,660 3,015 3,015 3,945 7,690 3,015 3,015 5/8 37/8 47/8 4,570 6,835 5,005 6,370 5,005 7,485 5,485 6,370 5,780 8,645 6,3353,015 6,370 7,080 9,810 6,370 6,370 8,175 9,810 6,370 6,370 3/4 41/2 53/4 5,665 8,720 6,615 6,615 6,205 9,555 6,615 6,615 7,165 11,030 6,615 6,615 8,775 13,510 6,615 6,615 10,130 15,600 6,615 6,615 Steel Strength Controls Concrete Breakout Strength Controls Anchor Pullout/Pryout Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, å, for the controlling load combination. See ICCES ESR2502. Powers USA: (800) or (914) Canada: (905) or (514)

16 PowerStud PRODUCT INFORMATION MATERIAL SPECIFICATIONS Anchor Component Anchor Body Nut Washer Expansion Wedge Zinc Plating Mechanically Galvanized Carbon Steel PowerStud AISI 1018 (1/2" 3/4", lengths up to 7") AISI 12L14 (7/8" 1" and all lengths over 7") Carbon Steel, ASTM A563, Grade A AISI 1010 Carbon Steel, Meets Dimensional Requirements of ANSI/ASME , Type A Plain Type 304 Stainless Steel ASTM B695, Class 65, Type I Anchor Component Type 304 Stainless Steel PowerStud Type 316 Stainless Steel PowerStud Anchor Body Type 304Cu (1/4" 3/4", lengths up to 7") Type 304 (7/8" 1", lengths over 7") Type 316 Stainless Steel Nut Type 188 (300 Series) Stainless Steel Type 316 Stainless Steel Washer Type 188 (300 Series) Stainless Steel Type 316 Stainless Steel Expansion Wedge Type 304 Stainless Steel Type 316 Stainless Steel Stainless steel anchor components are passivated. Length Identification (threaded version) Mark t A B C D E F G H I From 1/2" 1" 11/2" 2" 21/2" 3" 31/2" 4" 41/2" 5" 51/2" Up to but not including 1" 11/2" 2" 21/2" 3" 31/2" 4" 41/2" 5" 51/2" 6" Mark J K L M N O P Q R S T From 6" 61/2" 7" 71/2" 8" 81/2" 9" 91/2" 10" 11" 12" Up to but not including 61/2" 7" 71/2" 8" 81/2" 9" 91/2" 10" 11" 12" 13" 76 Canada: (905) or (514) Powers USA: (800) or (914)

17 PRODUCT INFORMATION LokBolt AS PERFORMANCE DATA Ultimate and Allowable Load Capacities for Carbon and Stainless Steel LokBolt AS Anchors in Hollow or Solid Concrete Masonry 1,2,3,4 Anchor Diameter d 1/4 (6.4) 5/16 (7.9) 3/8 (9.5) 1/2 (12.7) Embed. Depth h v 1 (25.4) 1 (25.4) 11/4 (31.7) 11/2 (38.1) Guide Installation Torque ft Edge Dist. 33/4 (95.3) End Dist. 4 (101.3) 800 (3.6) 905 (4.0) 1,100 (4.8) 1,525 (6.7) f'm 1,500 psi (10.4 MPa) Ultimate (kn 1,140 (5.1) 1,570 (7.0) 1,570 (7.0) 1,570 (7.0) (kn 160 (3.6) 180 (0.80) 220 (0.97) 305 (1.3) Allowable 1. Tablulated load values are for anchors installed in minimum 6inch wide, Grade N, Type II, normalweight concrete masonry units. Mortar must be minumum Type N,S or M. Masonry prism compressive stength must be 1,500 psi minimum at time of installation. 2. Allowable load capacities listed are calculated using a safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 3. A suitable anchor length must be selected which includes consideration of a fixture to engage the base material at the minimum embedment depth when anchoring into hollow concrete masonry. 4. The consistency of hollow concrete block masonry base materials can vary greatly. Consideration of job site testing should be given to verify conformance of base materials and anchor performance in actual conditions. (kn 225 (1.0) 310 (1.4) 310 (1.4) 310 (1.4 Ultimate and Allowable Load Capacties for Carbon or Stainless Steel LokBolt AS Anchors in Solid Clay Brick Masonry 1,2 Anchor Diameter d 1/4 (6.4) 3/8 (9.5) Embed. Depth h v 1 (25.4) 11/4 (31.7) Guide Installation Torque ft End Dist. 4 (101.3) 8 (203.2) End Dist. 11/2 (38.1) 8 (203.2) 800 (3.6) 1,100 (4.9) f'm 1,500 psi (10.4 MPa) Ultimate (kn 950 (4.2) 3,000 (13.3) (kn 160 (0.7) 220 (0.9) Allowable (kn 190 (0.8) 600 (2.6) 1. Tablulated load values are for anchors installed in Grade SW, multiple wythe solid clay brick masonry conforming to ASTM C Allowable load capacities listed are calculated using a safety factor of 5.0 or greater. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety. Powers USA: (800) or (914) Canada: (905) or (514)

18 WedgeBolt+ PRODUCT INFORMATION SD PERFORMANCE DATA Design Information (For use with load combinations taken from ACI 318 Section 9.2) 1,2 Design Characteristic Notation Units Anchor category 1, 2 or 3 Nominal embedment depth h nom 1/4 1 3/8 1 1 Nominal Anchor Size 1/2 5/8 1 3/4 1 13/4 21/8 21/2 31/2 31/4 43/8 41/4 Steel strength in shear 5 V sa STEEL STRENGTH IN SHEAR 4,10 lb 2,475 (11.0) 4,825 (21.5) 7,980 (35.5) 11,990 (53.3) 19,350 (86.1) Reduction factor for steel strength 3 Ø 0.60 Load bearing length of anchor (h ef or 8d o, whichever is less) Nominal anchor diameter Reduction factor for concrete breakout strength 3 CONCRETE BREAKOUT STRENGTH IN SHEAR 6,10 l e (28) d o (6.4) Ø (36) (9.5) (42) (12.7) (64) 0.70 (Condition B) (54) (15.9) (79) (74) (19.1) Coefficient for pryout strength (1.0 for h ef < 2.5, 2.0 for h ef 2.5 ) Effective embedment Reduction factor for pryout strength 3 k cp h ef Ø CONCRETE PRYOUT STRENGTH IN SHEAR (28) (36) (42) (64) 0.70 (Condition B) (54) (79) (74) Steel strength in shear, seismic 7 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS 10 V eq lb 3,670 (16.3) 7,980 (35.5) Reduction factor for steel strength Ø in shear for seismic STEEL STRENGTH IN SHEAR FOR STRUCTUAL SANDLIGHTWEIGHT AND NORMALWEIGHT CONCRETE OVER STEEL DECK 9 Steel strength in shear, concrete over steel deck 8 Reduction factor for steel strength in shear for steel deck 3 V sa,deck Ø lb No Data No Data 1. The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply. 2. Installation must comply with published instructions and details. 3. All values of Ø were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of Ø must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for the appropriate Ø factor. 4. The WedgeBolt+ is considered a brittle steel element as defined by ACI 318 D Reported values for steel strength in shear are based on test results per ACI 355.2, 9.4 and shall be used for design. These reported values may be lower than calculated results using equation D20 in ACI D and D18 in ACI 31802, D Anchors are permitted to used in structural sandlightweight concrete provided that V b and V cp are multiplied by a factor of 0.60 (not required for steel deck). 7. Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Values for V sa,deck are for structual sandlightweight concrete (f c, min = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the flute (soffit). 9. loads for anchors installed through steel deck into concrete may be applied in any direction. 10. For 2003 IBC code base replace V sa with V s ; and l e with l with V eq with V sa, seis 1,640 (7.3) 3,090 (13.7) ,140 (14.0) 11,990 (53.3) 3,305 (14.7) 12,970 (57.7) No Data Canada: (905) or (514) Powers USA: (800) or (914)

19 WedgeBolt+ PRODUCT INFORMATION ASD PERFORMANCE DATA Ultimate and Allowable Load Capacities for WedgeBolt+ Installed in Structural Lightweight Concrete 1,2,3,4 Nominal Anchor Diameter d 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) 5/8 (15.9) 3/4 (19.1) Embedment Depth h v Concrete Compressive Strength f c 3,000 psi (20.7 MPa) Ultimate Load Allowable Load 2 3,320 2, (50.8) (14.9) (12.1) (3.7) (3.0) 1 1/2 2,220 2, (38.1) (10.0) (9.9) (2.5) (2.5) 3 5,280 4,660 1,320 1,165 (76.2) (23.8) (20.7) (5.9) (5.1) 2 2,920 5, ,340 (50.8) (13.1) (23.6) (3.3) (5.9) 4 7,720 9,260 1,930 2,315 (101.6) (34.7) (41.1) (8.7) (10.2) 2 1/2 3,720 9, ,310 (63.5) (16.7) (41.6) (4.2) (10.4) 5 12,160 14,940 3,040 3,735 (127.0) (54.7) (66.4) (13.7) (16.6) 5 1/4 13,320 17,780 3,330 4,445 (133.4) (59.9) (79.0) (15.0) (19.7) 1. Tabulated load values are for anchors installed in structuarl sandlightweight concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Allowable load capacities are calculated using an applied safety factor of Allowable load capacities are multiplied by reduction factors found in the Design Criteria section when anchor spacing or edge distances are less than critical distances. 4. Linear interpolation for allowable loads for anchors at intermediate embedment depths may also be used Canada: (905) or (514) Powers USA: (800) or (914)

20 PRODUCT INFORMATION WedgeBolt+ ASD PERFORMANCE DATA Edge Table removed: Ultimate and Allowable Load Capacities for WedgeBolt Installed at Edge of Normal Concrete Edge Ultimate and Allowable Load Capacities for WedgeBolt+ at 13/4 Edge of NormalWeight Concrete 1,2 Nominal Anchor Diameter d Embedment Depth h v Edge Distance f c 2,000 psi (13.8 MPa) Parallel to the Free Edge Ultimate Allowable 1/2 3 3/8 1 3/4 5,020 1,255 (12.7) (85.7) (44.5) (22.6) (5.6) 5/8 3 3/8 1 3/4 5,420 1,355 (15.9) (85.7) (44.5) (24.4) (6.1) 3/4 3 3/8 1 3/4 5,660 1,415 (19.1) (85.7) (44.5) (25.5) (6.4) 1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Allowable load capacities are calculated using an applied safety factor of 4.0. Allowable Load Capacities for WedgeBolt+ Installed at 13/4 Edge of NormalWeight Concrete Stem Walls 1,2,3 Nominal Anchor Diameter d Embedment Depth h v Edge Distance f c 2,500 psi (17.2 MPa) Parallel to the Free Edge Towards the Free Edge 1/ /4 1,270 1, (12.7) (101.6) (44.5) (5.7) (6.4) (2.1) 2 1/ , (63.5) (2.7) (5.2) (1.7) 5/8 3 3/4 1 3/4 1,310 1, (15.9) (95.3) (44.5) (5.9) (6.0) (2.2) 5 2,015 1, (127.0) (9.1) (6.8) (2.7) 1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Allowable load capacities are calculated using an applied safety factor of Allowable load capacities may also be applied to conditions at the edge of normalweight concrete slabs. Powers USA: (800) or (914) Canada: (905) or (514)

21 PRODUCT INFORMATION WedgeBolt+ ORDERING INFORMATION WedgeBolt+ Screw Anchor (Carbon Steel with Blue Tip) WedgeBolt+ (Mechanically Galvanized) Cat. No. 7204SD 7206SD 7207SD 7208SD 7210SD 7220SD 7222SD 7224SD 7226SD 7228SD 7230SD 7240SD 7242SD 7244SD 7246SD 7248SD 7250SD 7268SD 7252SD 7260SD 7262SD 7264SD 7266SD 7270SD 7280SD 7282SD 7284SD 7286SD 7288SD 7290SD Anchor Size 1/4" x 11/4" 1/4" x 13/4" 1/4" x 2" 1/4" x 21/4" 1/4" x 3" 3/8" x 13/4" 3/8" x 21/2" 3/8" x 3" 3/8" x 4" 3/8" x 5" 3/8" x 6" 1/2" x 2" 1/2" x 21/2" 1/2" x 3" 1/2" x 4" 1/2" x 5" 1/2" x 6" 1/2" x 61/2" 1/2" x 8" 5/8" x 3" 5/8" x 4" 5/8" x 5" 5/8" x 6" 5/8" x 8" 3/4" x 3" 3/4" x 4" 3/4" x 5" 3/4" x 6" 3/4" x 8 " 3/4" x 10 " Box Qty Carton Qty Wt./100 (lbs) Shaded catalogue numbers denote sizes which are less than the minimum standard anchor length for Strength Design. The published size includes the diameter and length of the anchor measured from under the head. WedgeBolt+ is marked with a blue tip and must be installed with a matched tolerance Wedgebit. Cat. No. 7726SD 7728SD 7730SD 7746SD 7748SD 7750SD 7751SD 7752SD 7764SD 7766SD 7768SD 7770SD 7786SD 7789SD 7790SD 3/8" x 4" 3/8" x 5" 3/8" x 6" 1/2" x 4" 1/2" x 5" 1/2" x 6" 1/2" x 61/2" 1/2" x 8" 5/8" x 5" 5/8" x 6" 5/8" x 61/2" 5/8" x 8" 3/4" x 6" 3/4" x 81/2" 3/4" x 10" Anchor Size Box Qty Carton Qty The published size includes the diameter and length of the anchor measured from under the head. WedgeBolt+ is marked with a blue tip and must be installed with a matched tolerance Wedgebit. Powers USA: (800) or (914) Canada: (905) or (514)

22 PRODUCT INFORMATION WedgeBolt (OT & SS) installation SPECiFiCATiONS Maximum Clamping Torque (ft.) Anchor Diameter Base Material 1/4" 3/8" 1/2" 5/8" 3/4" 2,000 psi Concrete ,000 psi Concrete ,000 psi Concrete ,000 psi Lightweight Concrete Grout Filled Block Solid Red Brick Ratchet Teeth Lock Head Against Fixture Reverse Parabolic Threads Double Lead Thread Tapered OT Carbon Steel 410 Stainless Steel Length MATERiAL SPECiFiCATiONS Carbon Steel WedgeBolt OT Anchor Component Component Material Anchor Body Zinc Plating Case Hardened Carbon Steel ASTM B633, SC1, Type III (Fe/Zn 5) Mimimum plating requirement for Mild Service Condition 410 Stainless Steel WedgeBolt Anchor Component Anchor Body Coating Component Material Heat Treated 410 Stainless Steel Class 4 Sealcoat (1500 hour rating for ASTM B 117 salt spray test, 20 hour rating for DIN S kesternich test undamaged coating reference). Powers USA: (800) or (914) Canada: (905) or (514)

23 WedgeBolt (OT & SS) PERFORMANCE DATA Edge Table removed: Ultimate and Allowable Load Capacities for WedgeBolt OT Installed at Edge of Normal Concrete Edge PRODUCT INFORMATION Ultimate and Allowable Load Capacities for WedgeBolt OT at 13/4 Edge of NormalWeight Concrete 1,2,3 Nominal Anchor Diameter d Embedment Depth h v Edge Distance f c 2,000 psi (13.8 MPa) Parallel to the Free Edge Ultimate Allowable 1/2 3 3/8 1 3/4 5,020 1,255 (12.7) (85.7) (44.5) (22.6) (5.6) 5/8 3 3/8 1 3/4 5,420 1,355 (15.9) (85.7) (44.5) (24.4) (6.1) 3/4 3 3/8 1 3/4 5,660 1,415 (19.1) (85.7) (44.5) (25.5) (6.4) 1. Tabulated load values are applicable to carbon steel anchors. 2. Allowable load capacities are calculated using an applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 3. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Allowable Load Capacities for WedgeBolt OT Installed at 13/4 Edge of NormalWeight Concrete Stem Walls 1,2,3,4 Nominal Anchor Diameter d Embedment Depth h v Edge Distance f c 2,500 psi (17.2 MPa) Parallel to the Free Edge Towards the Free Edge 1/ /4 1,270 1, (12.7) (101.6) (44.5) (5.7) (6.4) (2.1) 2 1/ , (63.5) (2.7) (5.2) (1.7) 5/8 3 3/4 1 3/4 1,310 1, (15.9) (95.3) (44.5) (5.9) (6.0) (2.2) 5 2,015 1, (127.0) (9.1) (6.8) (2.7) 1. Tabulated load values are applicable to carbon steel anchors. 2. Allowable load capacities are calculated using an applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 3. Allowable load capacities may also be applied to conditions at the edge of normalweight concrete slabs. 4. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation Canada: (905) or (514) Powers USA: (800) or (914)

24 SPECIFICATION & DESIGN MANUAL Tapper+ ORDERiNg information (HWH) (PFH) BLUE PERMASEAL TAPPER STANDARD PACK* Cat No. Quantities Screw Size HWH PFH Box Carton 2700SD 2740SD 3/16" x 11/4" SD 2742SD 3/16" x 13/4" SD 2744SD 3/16" x 21/4" SD 2746SD 3/16" x 23/4" SD 2748SD 3/16" x 31/4" SD 2750SD 3/16" x 33/4" SD 2752SD 3/16" x 4" SD 2760SD 1/4" x 11/4" SD 2762SD 1/4" x 13/4" SD 2764SD 1/4" x 21/4" SD 2766SD 1/4" x 23/4" SD 2768SD 1/4" x 31/4" SD 2770SD 1/4" x 33/4" SD 2772SD 1/4" x 4" SD 2774SD 1/4" x 5" SD 2776SD 1/4" x 6" BLUE PERMASEAL TAPPER MASTER PACK** Cat No. Drill Bit References Screw Size Quantities HWH PFH Straight SDS Hex 9462SD 9476SD 3/16" x 11/4" SD 9477SD 3/16" x 13/4" SD 9478SD 3/16" x 21/4" SD 9479SD 3/16" x 23/4" SD 9480SD 3/16" x 31/4" SD 9481SD 3/16" x 33/4" SD 9482SD 3/16" x 4" SD 9483SD 1/4" x 11/4" SD 9484SD 1/4" x 13/4" SD 9485SD 1/4" x 21/4" SD 9486SD 1/4" x 23/4" SD 9487SD 1/4" x 31/4" SD 9488SD 1/4" x 33/4" SD 9489SD 1/4" x 4" SD 1/4" x 5" SD 1/4" x 6" Shaded catalog numbers denote sizes which are less than the minimum standard anchor length for strength design. HWH = Hex Washer Head (slotted) ; PFH = Phillips Flat Head ; TFH = Trim Flat Head ; FHH = Flange Hex Head. Tapper+ parts have an "SD" designation added to the catalog number. * One Tapper+ drill bit included in each standard box. ** Drill bit not included with master pack. Carbide Drill Bits for PermaSeal TAPPER+ Straight Shank Cat. No. Size Usable Length Std. Tube Wt./ SD 5/32" x 31/2" /4 2782SD 5/32" x 41/2" /4 2783SD 5/32" x 51/2" /4 2785SD 3/16" x 31/2" /4 2786SD 3/16" x 41/2" /4 2787SD 3/16" x 51/2" /2 2788SD 3/16" x 61/2" /2 2789SD 3/16" x 71/2" /2 Carbide Drill Bits for PermaSeal TAPPER+ Hex Shank SDSPlus Cat. No. Size Usable Length Std. Tube Wt./ SD 5/32" x 5" SD 5/32" x 7" SD 3/16" x 5" SD 3/16" x 7" ACCESSORiES Cat. No. Installation Tools for 3/16" and 1/4" TAPPER+ Description Max Screw Length Max Bit Length Std. Box Wt./ Each 2791 *Combo TAPPER 1000 Tool 4" 51/2" 1 3/ SDS Extension (8") 6" 71/2" 1 1/2 * This tool cannot be used with SDS Drill Bits or PFH screws. Powers USA: (800) or (914) Canada: (905) or (514)

25 Tapper+ PRODUCT INFORMATION ORDERiNg information (HWH) (HWH) (PFH) (FHH) (TFH) WHITE PERMASEAL TAPPER+ STANDARD PACK* Cat No. Quantities Screw Size HWH PFH FHH TFH Box Carton 2400SD 2440SD 3/16" x 11/4" SD 2442SD 3/16" x 13/4" SD 2444SD 3/16" x 21/4" SD 2446SD 3/16" x 23/4" SD 2448SD 3/16" x 31/4" SD 2450SD 3/16" x 33/4" SD 2449SD 3/16" x 4" SD 2460SD 1/4" x 11/4" SD 2462SD 8706SD 8710SD 1/4" x 13/4" SD 2464SD 8707SD 8711SD 1/4" x 21/4" SD 2466SD 8708SD 8712SD 1/4" x 23/4" SD 2468SD 8709SD 8713SD 1/4" x 31/4" SD 2470SD 8714SD 1/4" x 33/4" SD 2472SD 1/4" x 4" WHITE PERMASEAL TAPPER+ MASTER PACK** Cat No. Drill Bit References Screw Size Quantities HWH PFH Straight SDS Hex 9191SD 3/16" x 11/4" SD 3/16" x 13/4" SD 3/16" x 21/4" SD 3/16" x 23/4" SD 3/16" x 31/4" SD 3/16" x 33/4" SD 3/16" x 4" SD 9951SD 1/4" x 11/4" SD 9952SD 1/4" x 13/4" SD 9953SD 1/4" x 21/4" SD 9954SD 1/4" x 23/4" SD 9955SD 1/4" x 31/4" SD 9956SD 1/4" x 33/4" SD 9957SD 1/4" x 4" Shaded catalog numbers denote sizes which are less than the minimum standard anchor length for strength design. Flange Hex Head parts are not included in the scope of ESR Powers Fasteners, Inc. All Rights Reserved. Tapper+ is a registered trademark of Powers Fasteners, Inc. For more information please visit (PFH) (FHH) (TFH) SILVER PERMASEAL TAPPER STANDARD PACK* Cat No. Quantities Screw Size HWH PFH FHH TFH Box Carton 2498SD 3/16" x 11/4" SD 3/16" x 13/4" SD 3/16" x 21/4" SD 3/16" x 23/4" SD 3/16" x 31/4" SD 3/16" x 33/4" SD 3/16" x 4" SD 2506SD 1/4" x 11/4" SD 2507SD 8715SD 8719SD 1/4" x 13/4" SD 2508SD 8716SD 8720SD 1/4" x 21/4" SD 2509SD 8717SD 8721SD 1/4" x 23/4" SD 2510SD 8718SD 8722SD 1/4" x 31/4" SD 2511SD 8723SD 1/4" x 33/4" SD 2512SD 1/4" x 4" SILVER PERMASEAL TAPPER MASTER PACK** Cat No. HWH PFH Screw Size Drill Bit References Quantities Straight SDS Hex 8757SD 3/16" x 11/4" SD 3/16" x 13/4" SD 3/16" x 21/4" SD 3/16" x 23/4" SD 3/16" x 31/4" SD 3/16" x 33/4" SD 3/16" x 4" SD 8764SD 1/4" x 11/4" SD 8765SD 1/4" x 13/4" SD 8766SD 1/4" x 21/4" SD 8767SD 1/4" x 23/4" SD 8768SD 1/4" x 31/4" SD 8769SD 1/4" x 33/4" SD 8770SD 1/4" x 4" (PFH) (FHH) BRONZE PERMASEAL TAPPER STANDARD PACK* Cat No. Quantities Screw Size PFH FHH Box Carton 9975SD 9977SD 1/4" x 13/4" SD 9978SD 1/4" x 21/4" Canada: (905) or (514) Powers USA: (800) or (914)

26 Tapper Concrete Screw Anchor Type 410 & 304 Stainless Steel PRODUCT DESCRiPTiON PRODUCT INFORMATION The Tapper fastening system is a family of screw anchors for light to medium duty applications in concrete, masonry block and brick base materials. The Tapper is fast and easy to install and provides a neat, finished appearance. The Tapper screw anchor is engineered with matched tolerance drill bits and installation tools designed to meet the needs of the user and also provide optimum performance. For every project, it is important to consider several things before making a selection: The proper head style, the color or finish that is desired, and the required level of corrosion resistance. The Tapper screw anchor is available in 410 and 304 stainless steels. Head styles include a hex head and Phillips flat head. general APPLiCATiONS AND USES 410 Stainless Steel Tappers Screen Enclosures Storm Shutters Exterior Metal Light Duty Industrial Applications Lighting or Fixtures 304 Stainless Steel Tappers Exterior Applications Food and Beverage Facilities Marine Applications Waste and Water Treatment Plants FEATURES AND BENEFiTS Tested in accordance with ASTM E488 and AC106 criteria Available in several head styles Highlow thread design Does not exert expansion forces No hole spotting required Available in 410 and 304 stainless steel APPROVALS AND LiSTiNgS MiamiDade County Notice of Acceptance (NOA) guide SPECiFiCATiONS CSI Divisions: 03151Concrete Anchoring, 04081Masonry Anchorage and 05090Metal Fastenings. Concrete Screw Anchors shall be Tapper anchors as supplied by Powers Fasteners, Inc., Brewster, NY. SECTION CONTENTS General Information Installation Specifications Material Specifications Performance Data Design Criteria Ordering Information Tapper 410 Stainless Steel Tapper 304 Stainless Steel Tapper ANCHOR MATERIALS Type 410 Stainless Steel Type 304 Stainless Steel ANCHOR SIZE RANGE (TYP.) 3/16" diameter x 11/4" length to 23/4" length 1/4"diameter x 11/4" length to 6" length SUITABLE BASE MATERIALS NormalWeight Concrete Structural Lightweight Concrete Hollow Concrete Masonry (CMU) Solid Brick Masonry Powers USA: (800) or (914) Canada: (905) or (514)

27 Tapper PRODUCT INFORMATION installation SPECiFiCATiONS 304 Stainless Steel Tapper Anchor Diameter, d Dimension 1/4" HEX 1/4" PFH Tapper Drill Bit Size, d bit () 3/16 3/16 Fixture Clearance Hole, d h () 5/16 5/16 Thread Size (UNC) 1/414 1/414 Head Height () 9/64 3/16 Head Width () 5/16 1/2 O.D. Washer O.D., d w () 13/32 N/A Washer Thickness, () 1/32 N/A Hex Driver () / Phillips Driver 3/8 #3 410 Stainless Steel Tapper Anchor Diameter, d Dimension 1/4" HEX 1/4" PFH Tapper Drill Bit Size, d bit () 3/16 3/16 Fixture Clearance Hole, d h () 5/16 5/16 Thread Size (UNC) 1/414 1/414 Head Height () 9/64 3/16 Head Width () 5/16 1/2 O.D. Washer O.D., d w () 13/32 N/A Washer Thickness, () 1/32 N/A Hex Driver () / Phillips Driver 3/8 #3 Installation Procedure Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/4" deeper than the embedment required. The Tapper drill bit must be used. Blow the hole clean of dust and other material. Select the Tapper installation tool and drive socket to be used. Insert the head of the Tapper into the hex head socket or Phillips head driver. Set the drill motor to the rotation only mode. Place the point of the Tapper through the fixture into the predrilled hole and drive the anchor in one steady continuous motion until it is fully seated at the proper embedment. The driver will automatically disengage from the head of the Tapper. MATERiAL SPECiFiCATiONS Anchor Component 304 Stainless Steel 410 Stainless Steel Anchor Body Type 304 Stainless Steel Type 410 Stainless Steel Coating/Plating/Finish Passivated Class 4 Sealcoat (1500 hour rating for ASTM B 117 salt test, 20 hour rating for DIN kesternichtest undamaged coating reference) Canada: (905) or (514) Powers USA: (800) or (914)

28 PRODUCT INFORMATION Tapper PERFORMANCE DATA Ultimate Load Capacities for Stainless Steel Tapper Screw Anchors in NormalWeight Concrete 1,2 Anchor Diameter d Anchor Material M Embed. Depth h v Concrete Compressive Strength (f c ) 2,000 psi (13.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) , , , ,180 (25.4) (2.3) (5.3) (2.7) (5.3) (3.2) (5.3) (3.2) (5.3) 1/4 (6.4) 3/16 (4.7) 1/4 (6.4) Type 304 Stainless Steel Type 410 Stainless Steel 11/ , ,265 1,015 1,340 1,215 1,340 (31.8) (3.8) (5.7) (3.8) (5.7) (4.6) (6.0) (5.5) (6.0) 11/2 1,140 1,340 1,220 1,340 1,320 1,340 1,320 1,340 (38.1 (5.1) (6.0) (5.5) (6.0) (5.9) (6.0) (5.9) (6.0) 13/4 1,440 1,640 1,520 1,640 1,580 1,640 1,580 1,640 (44.5) (6.5) (7.4) (6.8) (7.4) (7.1) (7.4) (7.1) (7.4) 7/ ,000 (22.2) (1.0) (3.8) (1.1) (4.4) 11/ , ,285 (31.8) (2.0) (5.0) (2.9) (5.7) 11/2 2,160 2,420 2,160 2,420 2,160 2,420 (38.1) (9.7) (10.9) (9.7) (10.9) (9.7) (10.9) 1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety or overhead. Allowable Load Capacities for Stainless Steel Tapper Screw Anchors in NormalWeight Concrete 1,2 Anchor Diameter d M Concrete Compressive Strength (f c ) Embed. Anchor Depth 2,000 psi (13.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Material h v (25.4) (0.6) (1.3) (0.7) (1.3) (0.8) (1.3) (0.8) (1.3) 1/4 (6.4) 3/16 (4.7) 1/4 (6.4) Type 304 Stainless Steel Type 410 Stainless Steel 11/ (31.8) (1.0) (1.4) (1.0) (1.4) (1.1) (1.5) (1.4) (1.5) 11/ (38.1) (1.3) (1.5) (1.4) (1.5) (1.5) (1.5) (1.5) (1.5) 13/ (44.5) (1.6) (1.8) (1.7) (1.8) (1.8) (1.8) (1.8) (1.8) 7/ (22.2) (0.25) (0.9) (0.3) (1.1) 11/ (31.8) (0.5) (1.3) (0.6) (1.4) 11/ (38.1) (2.4) (2.7) (2.4) (2.7) (2.4) (2.7) 1. Allowable load capacities listed are calculated using and applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety or overhead. 2. Critical and minimum spacing and edge distances as well as reduction factors for intermediate spacing and edge distances are listed in the Design Criteria section. Powers USA: (800) or (914) Canada: (905) or (514)

29 PRODUCT INFORMATION Tapper ORDERiNg information Straight Shank Catalog Usable Standard Wt./ Number Size Drill Bit Range Length Tube /32" x 31/2" 2" 10 1/ /32" x 41/2" 0.168" 0.175" 3" 10 1/ /32" x 51/2" 4" 10 1/ /16" x 31/2" 2" 10 1/ /16" x 41/2" 3" 10 1/ /16" x 51/2" 0.202" 0.204" 4" 10 1/ /16" x 61/2" 5" 10 1/ /16" x 71/2" 6" 10 1/2 Hex Shank SDSPlus Catalog Usable Standard Wt./ Number Size Drill Bit Range Length Tube /32" x 5" 3" " 0.175" /32" x 7" 5" /16" x 5" 3" " 0.204" /16" x 7" 5" 1 1 Carbide Drill Bits for Type 304 Stainless Steel Tapper Straight Shank Catalog Usable Standard Wt./ Number Size Drill Bit Range Length Tube /16" x 31/2" 2" 10 1/ " 0.216" /16" x 41/2" 3" 10 1/4 Hex Shank SDSPlus Catalog Usable Standard Wt./ Number Size Drill Bit Range Length Tube /16" x 51/2" 0.215" 0.216" 21/2" 1 1 Installation Tools for 1/4" Tapper Catalog Max. Screw Max. Bit Standard Wt./ Number Description Length Length Box Each 2791 Tapper 1000 Tool Kit 4" 51/2" 1 3/ SDS Extension (8") 6" 71/2" 1 1/ Powers Fasteners, Inc. All Rights Reserved. Tapper is a registered trademark of Powers Fasteners, Inc. For more information please visit Powers USA: (800) or (914) Canada: (905) or (514)

30 PRODUCT INFORMATION Snake+ INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications 1,3 Anchor Property / Setting Information Nominal outside anchor diameter Internal thread diameter (UNC) Drill bit diameter hole depth concrete member thickness 2 Overall anchor length Nominal embedment depth Effective embedment edge distance 2 spacing distance 2 Critical edge distance 2 Maximum impact wrench power (torque) Maximum tightening torque of steel insert element (threaded rod or bolt) Notation (d a ) d d bit h min l anch h nom h ef c min c ac T screw T max Units ft.lb. (Nm) ft.lb. (Nm) (9.5) (6.4) 3/8 ANSI 4 (6) Nominal Anchor Size 3/ (12.7) (9.5) 1/2 ANSI 4 (102) 11/4 (32) 15/8 (41) 1.10 (28) 3 (76) 3 (76) 3 (76) 345 (468) 14 (19) 1/ (19.1) (12.7) 3/4 ANSI h /2 o (51) (51) (64) s min 1/4 3 (76) 11/4 (32) 15/8 (41) Not Applicable Not Applicable Not Applicable Not Applicable 4 (102) 111/16 (43) 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2. For installations through the soffit of steel deck into concrete, see illustration detail. Anchors in the lower flute may be installed with a maximum 1inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h ef or 1.5 times the flute width. 3. The notation in parenthesis is for the 2009 IBC. 120 (163) 23/16 (55) 1.54 (39) 4 (102) 4 (102) 4 (102) 345 (468) 36 (49) Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element Powers USA: (800) or (914) Canada: (905) or (514)

31 Snake+ PRODUCT INFORMATION REDUNDANT FASTENiNg APPLiCATiONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n 1, n 2 and n 3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sandlightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables n 1 = the total number of anchorage points supporting the linear element n 2 = number of anchors per anchorage point n 3 = factored load at each anchorage point,, using load combinations from IBC Section or ACI 318 Section 9.2 STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking Ø ra.f ra. See redundant fastening design information table for Snake+ design resistance. Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking R d, ASD = Ø ra.f ra å Where å is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, å is equal to 1.4 assuming all dead load. z y Anchor plate (for case shown, n 2 = 4) x n 2 1 Factored load, n Canada: (905) or (514) Powers USA: (800) or (914)

32 PRODUCT INFORMATION HollowSet Dropin PERFORMANCE DATA Ultimate and Allowable Load Capacities for HollowSet Dropin in Hollow Core Plank 1,2 Rod/ Anchor Diameter d 1/4 (6.4) 5/16 (7.9) 3/8 (9.5) 1/2 (12.7) 5/8 (15.9) Embedment Depth h v Drill Bit Diameter d bit Concrete Compressive Strength f c 5,000 psi (34.5 MPa) Ultimate Load Allowable Load 2 7/8 (22.2) 3/8 1,190 (5.4) 1,440 (6.5) 300 (1.4) 360 (1.6) 1 (25.4) 5/8 2,280 (10.3) 2,740 (12.3) 570 (2.6) 685 (3.1) 1 (25.4) 5/8 2,525 (11.4) 2,740 (12.3) 630 (2.8) 685 (3.1) 1 1/2 (38.1) 5/8 3,620 (16.3) 3,145 (14.2) 905 (4.1) 785 (3.5) 1 1/4 3/4 5,420 5,580 1,355 1,395 (31.8) (24.4) (25.1) (6.1) (6.3) 1 1/2 (38.1) 1 6,560 (29.2) 8,320 (37.4) 1,640 (7.3) 2,080 (9.4) 1. Tabulated load values are applicable to anchors with carbon and stainless steel cones and set with sleeve flush to surface of the plank and with setting tool for solid base materials. 2. Allowable load capacities listed are calculated using and applied safety factor of 4.0. Consideration of safety factors of 20 or higher may be necessary depending upon the application such as life safety, overhead and in sustained tensile loading applications. Ultimate and Allowable Load Capacities for HollowSet Dropin in Hollow Concrete Masonry 1,2,3 Rod/ Anchor Diameter d 1/4 (6.4) 5/16 (7.9) 3/8 (9.5) 1/2 (12.7) 5/8 (15.9) Embedment Depth h v Drill Bit Diameter d bit f m 1,500 psi (10.4 MPa) Ultimate Load Allowable Load 2 7/8* (22.2) 3/8 530 (2.4) 1,575 (7.1) 105 (0.5) 315 (1.4) 1* (25.4) 5/8 1,035 (4.7) 1,815 (8.2) 205 (0.9) 365 (1.6) 1* (25.4) 5/8 1,225 (5.5) 2,485 (11.2) 245 (1.1) 495 (2.2) 1 1/4* (31.8) 3/4 1,790 (8.1) 3,655 (16.4) 360 (1.6) 730 (3.3) 1 1/2* (38.1) 1 1,790 (8.1) 3,740 (16.8) 360 (1.6) 750 (3.4) 1. Tabulated load values are applicable to anchors with carbon and stainless steel cones. 2. Tabulated load values are for anchors installed in minimum 6inch wide, minimum Grade N, Type II, lightweight, mediumweight or normalweight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry cells may be grouted. Masonry compressive strength must be at the specified minimum at the time of installation (f'm 1,500 psi). 3. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 20 or higher may be necessary depending upon the application such as life safety, and in sustained tensile loading applications. *Anchors were installed with sleeve flush to face shell surface and with setting tool for hollow base materials. Powers USA: (800) or (914) Canada: (905) or (514)

33 Calkin Machine Bolt Anchor PRODUCT DESCRiPTiON PRODUCT INFORMATION The CalkIn is a preassembled precision cast calking type machine bolt anchor which can be used in concrete, block, brick or stone. The CalkIn consists of an antimonial lead alloy calking sleeve and a Zamac alloy internally threaded expanded cone. This anchor is not recommended for use in overhead applications. general APPLiCATiONS AND USES Windows Screens Sliding Doors Shutters FEATURES AND BENEFiTS + Readily accepts machine bolts + Internally threaded anchor for easy removability and service work + Shallow embedment APPROVALS AND LiSTiNgS Federal GSA Specification Meets descriptive and proof load requirements of CID AA1922A, Type 1 guide SPECiFiCATiONS CSI Divisions: 03151Concrete Anchoring, 04081Masonry Anchorage and 05090Metal Fastening. Machine bolt anchors shall be CalkIn as supplied by Powers Fasteners, Inc., Brewster, NY. SECTION CONTENTS General Information Installation and Material Specifications Performance Data Ordering Information CalkIn THREAD VERSION UNC Thread ANCHOR MATERIALS Antimonial Lead Alloy Body and Zamac Alloy Cone Calkin ROD/ANCHOR SIZE RANGE (TYP.) No. 8 Screw to 1/2" diameter SUITABLE BASE MATERIALS NormalWeight Concrete GroutFilled Concrete Masonry (CMU) Brick Masonry installation AND MATERiAL SPECiFiCATiONS Installation Specifications Material Specifications Anchor Component Anchor Sleeve (Body) Cone Component Material Antimonial Lead Alloy Zamac Alloy Rod/Anchor Size Dimension # 832 # /4" 5/16" 3/8" 1/2" ANSI Drill Bit Size, () 5/16 3/8 1/2 5/8 3/4 7/8 Max. Tightening Torque 15 () 20 () 60 () 7 (ft.) 10 (ft.) 15 (ft.) Thread Length in Cone () 13/32 15/32 19/32 3/ /8 Installation Guidelines Drill a hole into the base material to the required depth. The tolerances of the drill bit used should meet the requirements of ANSI Standard B Do not over drill the hole. Blow the hole clean of dust and other material. Insert the anchor into the hole. Position the setting tool in the anchor. Using the tool, set the anchor by driving the lead sleeve over the cone using several sharp hammer blows. Be sure the anchor is at the required embedment depth so that anchor threads do not protrude above the surface of the base material. Positions the fixture, insert screw or bolt and tighten. Powers USA: (800) or (914) Canada: (905) or (514)

34 Lag Shield PRODUCT INFORMATION Lag Shield Shell Expansion Anchor PRODUCT DESCRiPTiON The Lag Shield is a screw style anchor designed for use with lag bolts. It is suitable for use in concrete and the mortar joints of block or brick walls. In harder masonry materials, short style Lag Shields are used to reduce drilling time. The long style version is used in soft or weak masonry to better develop strength. The Lag Shield is not recommended for overhead applications. general APPLiCATiONS AND USES Hard and Soft Base Materials Shallow Attachments Mortar Joints Masonry Anchorage FEATURES AND BENEFiTS + Ideal for use in masonry materials + Internally threaded anchor for easy removability and service work TESTiNg, APPROVALS & LiSTiNgS Federal GSA Specification Meets the descriptive and proof load requirements of CID AA 1923A, Type 1 Tested in accordance with ASTM E 488 guide SPECiFiCATiONS CSI Divisions: 03151Concrete Anchoring, 04081Masonry Anchorage and 05090Metal Fastenings. Shell Expansion Anchors shall be Lag Shield as supplied by Powers Fasteners, Inc., Brewster, NY. SECTION CONTENTS General Information Installation and Material Specifications Performance Data Design Criteria Ordering Information Short Long THREAD VERSION UNC Thread ANCHOR MATERIALS Zamac Alloy ROD/ANCHOR SIZE RANGE (TYP.) 1/4" to 3/4" diameter SUITABLE BASE MATERIALS NormalWeight Concrete Hollow Concrete Masonry (CMU) Brick Masonry installation AND MATERiAL SPECiFiCATiONS Installation Specifications Rod/Anchor Diameter, d Dimension 1/4" 5/16" 3/8" 1/2" 5/8" 3/4" ANSI Drill Bit Size, d bit () 1/2 1/2 5/8 3/4 7/8 1 Max.Tightening Torque, Tmax (ft.) Lag Bolt Size 1/410 5/169 3/87 1/26 5/85 3/441/2 Material Specifications Anchor Component Component Material Anchor Body Zamac Alloy Installation Guidelines Drill a hole into the base material to the depth of at least 1/2 or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used must meet the requirements of ANSI Standard B Blow the hole clean of dust and other material. Insert the anchor into the hole until it is flush with the surface. If installing in a mortar joint, position the anchor to expand against the block or brick. Position fixture, insert the lag bolt, and tighten. The lag bolt length selected should fully engage the entire anchor body Canada: (905) or (514) Powers USA: (800) or (914)

35 PRODUCT INFORMATION Lag Shield PERFORMANCE DATA Ultimate Load Capacities for Lag Shield in NormalWeight Concrete 1,2 Rod/Anchor Diameter d Embedment Depth h v Concrete Compressive Strength (f c ) 2,000 psi (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) 1/4 Short , ,005 (6.4) (25.4) (0.9) (3.5) (1.2) (4.1) (1.6) (4.5) 1/4 Long 1 1/ , ,005 (6.4) (38.1) (1.3) (3.5) (1.5) (4.1) (1.9) (4.5) 5/16 Short 1 1/ , ,115 (7.9) (31.8) (1.4) (4.4) (2.3) (4.9) (2.9) (4.9) 5/16 Long 1 3/ , ,115 (7.9) (44.5) (1.7) (4.4) (2.4) (4.9) (2.5) (4.9) 3/8 Short 1 3/ , , ,450 (9.5) (44.5) (2.6) (5.2) (3.8) (6.4) (4.0) (6.4) 3/8 Long 2 1/ ,175 1,080 1,450 1,290 1,450 (9.5) (63.5) (3.3) (5.2) (4.8) (6.4) (5.7) (64) 1/2 Short ,335 1,190 1,600 1,265 1,600 (12.7) (50.8) (3.6) (5.9) (5.3) (7.1) (5.6) (7.1) 1/2 Long 3 1,460 1,335 2,110 1,600 2,370 1,600 (12.7) (76.2) (6.5) (5.9) (9.4) (7.1) (10.5) (7.1) 5/8 Short ,000 1,230 2,250 1,355 2,250 (15.9) (50.8) (3.8) (8.9) (5.5) (10.0) (6.0) (10.0) 5/8 Long 3 1/2 1,730 2,000 2,660 2,250 2,935 2,250 (15.9) (88.9) (7.7) (8.9) (10.8) (10.0) (13.0) (10.0) 3/4 Short ,000 1,540 2,400 1,640 2,400 (19.1) (50.8) (4.1) (8.9) (6.8) (10.6) (17.3) (10.6) 3/4 Long 3 1/2 2,045 2,000 2,800 2,400 2,935 2,400 (19.1) (88.9) (9.1) (8.9) (12.5) (10.6) (13.0) (10.6) 1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. Anchors are not recommended for use overhead or for life safety. Consideration of safety factors of 20 or higher may be necessary depending upon the application such as in sustained tensile loading applications. Allowable Load Capacities for Lag Shield in NormalWeight Concrete 1,2 Rod/Anchor Diameter d Embedment Depth h v Concrete Compressive Strength (f c ) 2,000 psi (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) 1/4 Short (6.4) (25.4) (0.2) (0.9) (0.3) (1.1) (0.4) (1.1) 1/4 Long 1 1/ (6.4) (38.1) (0.3) (0.9) (0.4) (1.1) (0.5) (1.1) 5/16 Short 1 1/ (7.9) (31.8) (0.3) (1.1) (0.6) (1.2) (0.7) (1.2) 5/16 Long 1 3/ (7.9) (44.5) (0.4) (1.1) (0.6) (1.2) (0.6) (1.2) 3/8 Short 1 3/ (9.5) (44.5) (0.6) (1.3) (0.9) (1.6) (1.0) (1.6) 3/8 Long 2 1/ (9.5) (63.5) (0.8) (1.3) (1.2) (1.6) (1.4) (1.6) 1/2 Short (12.7) (50.8) (1.9) (1.5) (1.3) (1.8) (1.4) (1.8) 1/2 Long (12.7) (76.2) (1.6) (1.5) (2.3) (1.8) (2.6) (1.8) 5/8 Short (15.9) (50.8) (1.9) (2.2) (1.1) (2.5) (1.5) (2.5) 5/8 Long 3 1/ (15.9) (88.9) (1.9) (2.2) (3.0) (2.5) (3.2) (2.5) 3/4 Short (19.1) (50.8) (1.0) (2.2) (1.7) (2.7) (1.8) (2.7) 3/4 Long 3 1/ (19.1) (88.9) (2.3) (2.2) (3.1) (2.7) (3.2) (2.7) 1. Allowable load capacities listed are calculated using and applied safety factor of 4.0. Anchors are not recommended for use overhead or for life safety. Consideration of safety factors of 20 or higher may be necessary depending upon the application such as in sustained tensile loading applications. 2. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Powers USA: (800) or (914) Canada: (905) or (514)

36 PRODUCT INFORMATION Vertigo+ REDUNDANT FASTENiNg APPLiCATiONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n 1, n 2 and n 3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sandlightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables n 1 = the total number of anchorage points supporting the linear element n 2 = number of anchors per anchorage point n 3 = factored load at each anchorage point,, using load combinations from IBC Section or ACI 318 Section 9.2 Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking R d, ASD = Ø ra.f ra å Where å is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, å is equal to 1.4 assuming all dead load. z y Anchor plate (for case shown, n 2 = 4) x n 2 1 Factored load, n 3 Powers USA: (800) or (914) Canada: (905) or (514)

37 Vertigo PRODUCT INFORMATION PERFORMANCE DATA Steel Vertigo Ultimate Load Capacities when Installed in ASTM A 36 Steel (Beams) and ASTM A 572 Steel (Purlins) 1,2 Anchor Size/ Rod Diameter 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) Mount Direction Vertical Vertical Side Vertical Side Vertical Side Vertical Vertical Vertical Screw Shank Size and Length 1/420 x 1" (w/nut) 1/420 x 1" 1/420 x 1" (w/nut) 1/420 x 1" (w/nut) 1/420 x 11/2" (w/nut) 1/420 x 11/2" 1/420 x 11/2" 1/420 x 2" (w/nut) 1220 x 11/2" 1220 x 11/2" (w/nut) Steel Gage (Thickness) /16" 1/4" 0.036" 0.048" 0.060" 0.075" 0.105" 0.187" 0.250" 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) ,160 1,560 3,205 (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) ,160 1,560 3,205 (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) ,160 1,560 1,965 (1.8) (2.8) (4.4) (5.2) (7.0) (8.8) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) ,560 2,050 3,280 (2.2) (3.2) (4.1) (7.0) (9.2) (14.8) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) 1. For Steel Vertigo loaded perpendicular to threaded rod (shear) the ultimate load capacity for the anchor is 1,965 lbs in nominal 20 gage steel (0.036"). 2. Steel Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. 5,040 (22.7) 5,040 (22.7) Wood Vertigo Ultimate Load Capacities when Installed in Wood Base Materials (Structural Wood and Timber) 1,2 Anchor Size/ Rod Diameter 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) Mount Direction Side Vertical Vertical Side Vertical Side Vertical Vertical Vertical Side Vertical Screw Shank Size and Length 1/4 x 1" 1/4 x 2" 1/4 x 1" 1/4 x 1" 1/4 x 2" 1/4 x 2" 1/4 x 3" 1/4 x 4" 5/16 x 21/2 3/8 x 21/2 5/16 x 21/2 Embedment Depth Wood Member (Type) Fir Pine Spruce (25.4) (3.1) (2.9) (2.9) 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) (25.4) (3.1) (2.9) (2.9) (25.4) (3.1) (2.9) (2.9) 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) 2 1,800 1,800 1,800 (50.8) (8.1) (8.1) (8.1) 3 2,075 1,510 1,510 (76.2) (9.3) (6.8) (6.8) 4 2,075 1,510 1,510 (101.6) (9.3) (6.8) (6.8) 2 1/2 2,670 3,110 3,110 (63.5) (12.0) (14.0) (14.0) 2 1/2 1,450 1,530 1,380 (63.5) (6.5) (6.9) (6.2) 2 1/2 2,670 3,110 3,110 (63.5) (12.0) (14.0) (14.0) 1. Truss/joist manufacturers may require predrilled holes with wood depending on the location of the anchor installation. Consult with the truss/joist manufacturer for details. 2. Wood Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver Canada: (905) or (514) Powers USA: (800) or (914)

38 SPECIFICATION & DESIGN MANUAL Vertigo PERFORMANCE DATA Concrete Vertigo Ultimate Load Capacities when Installed in NormalWeight Concrete 1,2 Anchor Size/ Rod Dia. 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) Mount Direction Vertical Vertical Vertical Screw Shank Size and Length 1/4"x 11/4" 1/4"x 11/2" 3/8"x23/4" ANSI Drill Bit Diameter d bit 1/4" 1/4" 3/8" Embed. Depth h v Concrete Compressive Strength (f c ) 2,000 psi (13.8 MPa) 4,000 psi (20.7 MPa) 6,000 psi (41.4 MPa) 11/4 1,390 1,810 1,950 2,440 2,070 2,570 (31.8) (6.3) (8.1) (8.8) (11.0) (9.3) (11.6) 11/2 1,760 2,580 2,595 2,640 2,770 2,700 (38.1) (7.9) (11.6) (11.7) (11.9) (12.5) (12.2) 23/4 5,320 5,250 6,050 6,330 8,620 7,410 (69.9) (23.9) (23.6) (27.2) (28.5) (38.8) (33.0) 1. The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. 2. Linear interpolation may be used to determine ultimate loads for intermediate compressive strengths. Concrete Vertigo Ultimate Load Capacities when Installed Through Metal Deck into Structural Lightweight Concrete 1,2,3,4,5 Anchor Size Rod Diameter d Embedment Depth h v Lightweight Concrete Over 20 Ga. Metal Deck f c 3,000 psi (20.7 MPa) 4 1/2" Wide Deck Load at 45 1/4 11/ ,140 (6.4) (31.8) (3.6) (5.1) 3/8 11/2 1,780 1,500 (9.5) (38.1) (8.0) (6.8) 1/2 23/4 3,880 2,920 (12.7) (69.9) (17.5) (13.1) 1. The values listed above are ultimate and allowable load capacities for Vertigo rod hangers installed in sandlightweight concrete. 2. The metal deck shall be minimum No. 20 gage thick steel [(0.035inch base metal thickness (0.89 mm)] conforming to ASTM A 653/ A 653M. 3. Allowable loads capacities are calculated using an applied safety factor of The tabulated load values are for anchors installed with a minimum flute edge distance of 1 1/2inch. 5. Allowable loads for anchors to resist shortterm loads such as earthquake or wind may be increased by 331/3 percent for the duration of the load where permitted by code. Concrete Vertigo Ultimate Load Capacities when Installed in Hollow Core Concrete Plank 1,2 Anchor Size/ Rod Dia. 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) Mount Direction Vertical Vertical Vertical Screw Shank Size and Length 1/4"x 11/4" 1/4"x 11/2" 3/8"x23/4" ANSI Drill Bit Diameter d bit 1/4" 1/4" 3/8" Embed. Depth Center of Web Center of Core h v 11/4 2,775 1,920 (31.8) (12.3) (8.5) 11/2 3,700 2,570 (38.1) (16.5) (11.4) 23/4 8,240 3,480 (69.9) (36.7) (15.5) 1. Tabulated load values are for anchors installed in 8inchthick hollow core plank with minimum compressive strength of 5,000 psi at the time of installation. The 4' x 6' normalweight concrete members features include 11/2" cover above and below cores and a minimum web thickness of 11/2". 2. Depending on fastener application and governing building code, ultimate load capacities should be reduced by a minimum safety factor to determine the allowable working load. NFPA 13 Fire Protection requirements are 5 times the weight of the liquid (water) filled pipe plus 250 Consult the engineer of record. Powers USA: (800) or (914) Canada: (905) or (514)

39 Vertigo PRODUCT INFORMATION PERFORMANCE DATA Steel Vertigo Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter s Laboratories (UL) Listings 1 Catalog Number Anchor Size/ Rod Dia. 3/8 (9.5) 1/2 (12.7) Mount Direction Vertical Side Vertical Side Vertical Side Side Vertical Screw Shank Size and Length 1/420 x 1" 1/420 x 1" 1/420 x 11/2" 1/420 x 11/2" 1220 x 11/2" 1/420 x 2" 1220 x 11/2" 1220 x 11/2" Point Style #3 #3 #3 #3 #5 #3 #5 #5 Maximum Pipe Size UL Steel Thickness UL Test Load FM Steel Thickness FM Test Load , ,475 (101.6) (1.5) (6.8) (2.4) (6.6) , ,475 (101.6) (1.5) (6.8) (2.4) (6.6) , ,475 (101.6) (1.5) (6.8) (2.4) (6.6) , ,475 (101.6) (1.5) (6.8) (2.4) (6.6) , ,475 (101.6) (1.5) (6.8) (2.4) (6.6) , ,475 (101.6) (1.5) (6.8) (2.4) (6.6) , ,475 (101.6) (1.5) (6.8) (2.4) (6.6) , ,800 (203.2) (6.4) (18.2) (6.4) (17.1) 1. Steel Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. For UL and FM listings, Steel Vertigo must be installed with a retaining nut. Wood Vertigo Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter s Laboratories (UL) Listings 1 Catalog Number Anchor Size/ Mount Direction Screw Shank Size and Embedment Depth UL Maximum UL Test FM Maximum FM Test Rod Dia. Length Pipe Load Pipe Load Size Size 7165 Vertical 1/4 x 2" 2 (50.8) 3 (76.2) 1,050 (4.7) 7170 Side 1/4 x 2" 2 (50.8) 3 (76.2) 1,050 (4.7) 7167 Vertical 1/4 x 3" 3 3 1,050 3/8 (76.2) (76.2) (4.7) 7169 (9.5) Vertical 1/4 x 4" 4 3 1,050 (101.6) (76.2) (4.7) 7162 Vertical 5/16" x 21/2" 2 1/2 (63.5) 4 (101.6) 1,500 (6.8) 4 (101.6) 1,475 (6.6) 7156 Side 5/16" x 21/2" 2 1/2 (63.5) 4 (101.6) 1,500 (6.8) 1. Wood Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. No predrilling was done in the wood base materials. Concrete Vertigo Ultimate Load Capacities for Factory Mutual (FM Global) Listings 1 Catalog Number Anchor Size/ Rod Dia. 3/8 (9.5) 1/2 (12.7) Mount Direction Vertical Vertical Screw Shank Size and Length 1/4" x 11/2" 3/8" x 23/4" ANSI Drill Bit Diameter d bit 1/4" 3/8" Embedment Depth FM Maximum Pipe Size FM Test Load 11/2 4 1,475 (38.1) (101.6) (6.6) 23/4 8 3,800 (69.9) (203.2) (17.1) 1. Tabulated load values are for anchors installed in 8 inch thick hollow core plank with minimum compressive strength of 4,000 psi at the time of installation. The 4' x 6' normalweight concrete members features include 11/2" cover above and below cores and a minimum web thickness of 11/2" Canada: (905) or (514) Powers USA: (800) or (914)

40 PRODUCT INFORMATION Vertigo ORDERiNg information Steel Vertical Hanger (#3 for Purlins, #5 for Beams) Cat. No. Rod Dia. Screw Shank Size and Length Point Style Self Drilling Range Std. Box Std. Ctn /4" 1/420 x 1" # /8" 1/420 x 2" # " (20 gage) /8" 1/420 x 1" (w/nut) #3 to /8" 1/420 x 11/2" # " (3/16") /8" 1/420 x 11/2" (w/nut) # /4" 1220 x 11/2" # /8" 1220 x 11/2" (w/nut) # " (3/16") to " (1/2") /2" 1220 x 11/2" (w/nut) # Steel Side Hanger (#3 for Purlins, #5 for Beams) Cat. No. Rod Dia. Screw Shank Size and Length Point Style Self Drilling Range Std. Box Std. Ctn /4" 1/420 x 1" # /8" 1/420 x 1" (w/nut) # " (20 gage) to /8" 1/420 x 11/2" (w/nut) # " (3/16") /8" 1/420 x 2" (w/nut) # /4" 1220 x 11/2" # " (3/16") to /8" 1220 x 11/2" (w/nut) # " (1/2") Wood Vertical Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style PreDrill Diameter (If Required) Std. Box Std. Ctn /4" 1/4" x 2" Type /8" 1/4" x 1" Type /8" 1/4" x 2" Type /8" 1/4" x 3" Type 17 1/8" /8" 1/4" x 4" Type /8" 5/16" x 21/2" Type /2" 5/16" x 21/2" Type Wood Side Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style PreDrill Diameter (If Required) Std. Box Std. Ctn /4" 1/4" x 1" Type /8" 1/4" x 1" Type /8" /8" 1/4" x 2" Type /8" 5/16" x 21/2" Type Concrete Vertical Hanger Cat. No. Rod Dia. Screw Shank Size and Length Thread Style PreDrill Diameter Std. Box Std. Ctn /4" 1/4" x 11/4" WedgeBolt OT 1/4" ANSI /8" 1/4" x 11/2" WedgeBolt OT 1/4" ANSI /2" 3/8" x 23/4" WedgeBolt OT 3/8" ANSI For side mount concrete applications use Catalog Number 7185 and 7170 with a 1/4" ANSI drill bit. Drive Sockets and Pole Tool Cat. No. Description RPM Std. Box Std. Ctn '12' Pole Tool (includes three Jaw Chuck) N/A Universal Steel & Wood Socket (Red) 500 to 1500 RPM /4" Concrete Socket (Blue) /8" Concrete Socket (Blue) 5 25 Concrete Vertigo Installation Accessories Maximum Std. Wt./ Cat. No. Description Bit Length Box Each /4" and 3/8" Concrete Drive Sockets (Blue) Universal Steel & Wood Socket (Red) Sleeve Assembly (same as Cat# 5874) 6" 1 3/ Sleeve Assembly 6" 1 Cat. No. Description Usable Length Std.Tube Wt./ /4" x 41/2" Straight Shank Drill Bit 3" 5 1/ /4" x 6" Hex Shank SDS Drill Bit 4" 1 1/ Powers Fasteners, Inc. All Rights Reserved. Vertigo is a registered trademark of Powers Fasteners, Inc. For the most current product information please visit Powers USA: (800) or (914) Canada: (905) or (514)

41 PRODUCT INFORMATION Bangit /WoodKnocker MATERiAL SPECiFiCATiONS BangIt Anchor Component Component Material Insert Body AISI 1008 Carbon Steel Flange AISI 1008 Carbon Steel Spring Steel Music Wire Zinc Plating ASTM B 633 (Yellow Dichromate) Protective Sleeve Engineered Plastic WoodKnocker Anchor Component Insert Body Flange Zinc Plating Component Material AISI 1008 Carbon Steel Engineered Plastic ASTM B 633 (Yellow Dichromate) STEEL SPECiFiCATiONS Material Properties for Threaded Rod Steel Description Standard carbon rod Anchor Diameter d Steel Specification (ASTM) A 36 or A 307, Grade C ASTM A307 Grade C Rod Diameter (inch) ASTM A193 Grade B7 1/4 to 7/8 ASTM F /316 SS Yield Strength, f y (ksi) installation SPECiFiCATiONS BangIt Nominal Rod/Anchor Size Dimension Notation 1/4" 3/8" 1/2" 5/8" 3/4" 7/8" Metal Hole Saw Diameter () d bit 13/16 13/16 13/16 1 3/16 1 3/16 1 3/16 Drilling Speed (rpm) Height of Spring () h a Insert Thread Length () 3/8 5/8 11/16 15/16 11/8 15/16 Length of Sleeve () l sl 33/8 33/8 33/8 33/8 33/8 33/8 Thread Size, UNC 1/420 3/816 1/213 5/811 3/410 7/89 Overall Length () l 55/16 55/16 55/16 55/16 55/16 55/16 Steel Flange Thickness () t sh 5/64 5/64 5/64 5/64 5/64 5/64 WoodKnocker Nominal Rod/Anchor Size Dimension Notation 1/4" 3/8" 1/2" 5/8" 3/4" Insert Thread Length () 3/8 5/8 11/16 15/16 11/8 Plastic Flange Dia. () d pf 13/8 13/8 13/8 15/8 15/8 Plastic Flange Thickness () t sh 7/64 7/64 7/64 7/64 7/64 Thread Size, UNC 1/420 3/816 1/213 5/811 3/410 Overall Length () l 17/8 17/8 17/8 17/8 17/8 BreakOff Nail Length () l n 3/4 3/4 3/4 3/4 3/4 Steel Flange Thickness () 5/64 5/64 5/64 5/64 5/ Ultimate Strength, f u (ksi) High strength carbon rod A 193, Grade B7 1/4 to 7/ Stainless Rod 3/8 to 5/ (Type 304 / 316 SS) F 593, Condition CW 3/4 to 7/ Allowable Steel Strength for Threaded Rod Allowable Allowable Area of ASTM ASTM Rod A36 A36 2 (mm 2 ) 1/ ,160 1, , (6.4) (1.2) (4.2) (4.2) (9.7) (5.4) (2.2) (2.2) (4.6) (2.8) 3/ ,115 2,115 4,375 3,630 1,090 1,090 2,255 1,870 (9.5) (2.8) (9.5) (9.5) (19.7) (16.3) (4.9) (4.9) (10.1) (8.4) 1/ ,755 3,755 7,775 6,470 1,940 1,940 4,055 3,330 (12.7) (5.0) (16.9) (16.9) (35.0) (29.1) (8.7) (8.7) (18.2) (15.0) 5/ ,870 5,870 12,150 10,130 3,025 3,025 6,260 5,210 (15.9) (7.8) (26.4) (26.4) (54.7) (45.6) (13.6) (13.6) (28.2) (23.4) 3/ ,455 8,455 17,495 12,400 4,355 4,355 9,010 6,390 (19.1) (11.2) (38.0) (38.0) (78.7) (55.8) (19.6) (19.6) (40.5) (28.8) 7/ ,510 11,510 23,810 16,860 5,930 5,930 12,265 8,680 (22.2) (15.3) (51.8) (51.8) (107.1) (75.9) (26.7) (26.7) (55.2) (39.1) 1. Allowable tension = f u, (A nom ) (0.33) Allowable shear = f u, (A nom ) ( ) t sh ASTM A307 Grade C ASTM A193 Grade B ASTM F /316 SS Powers USA: (800) or (914) Canada: (905) or (514)

42 PRODUCT INFORMATION HeliPin PERFORMANCE DATA 8mm HeliPin Masonry Bit Size Backup Base Material Facade Material HeliPin Mortar Joint Brick Hollow CMU Solid CMU Concrete Wood Stud Metal Stud Mortar Joint 8mm 3/16" 1/4" 3/16" 3/16" 1/4" 3/16" 3/16" Brick 8mm 1/4" 1/4" 1/4" 1/4" 1/4" 5/16" 1/4" Hollow CMU 8mm 3/16" 1/4" 3/16" 3/16" 1/4" 3/16" 3/16" Solid CMU 8mm 3/16" 1/4" 3/16" 3/16" 1/4" 3/16" 3/16" Precast Concrete 8mm 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" Stone 8mm 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 8mm HeliPin Length Selection Nominal length Drilled Hole Depth CMU (hollow or solid) Cavity Range Concrete 6" 65/8 0 to 1" 0 to 11/2" 8" 85/8 0 to 3" 11/2" to 31/2" 10" 105/8 0 to 5" 31/2" to 51/2" 12" 125/8 0 to 7" 51/2" to 71/2" ORDERING INFORMATION Cat.No. Item Description Std.Box Std.Ctn HeliPin Anchor 8mm (5/16 ) x HeliPin Anchor 8mm (5/16 ) x 8 HeliPin Anchor 8mm (5/16 ) x 10 HeliPin Anchor 8mm (5/16 ) x Cat.No. Item Description Std.Box Std.Ctn HeliPin Setting Tool 1 12 Essential for correct installation of HeliPins. The tool will automaticaly countersink the HeliPin, allowing for fast, efficient installation Powers Fasteners, Inc. All Rights Reserved. For current information please visit Powers USA: (800) or (914) Canada: (905) or (514)

43 SafeT+ Pin PRODUCT INFORMATION REDUNDANT FASTENING APPLICATIONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n 1, n 2 and n 3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sandlightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables n 1 = the total number of anchorage points supporting the linear element n 2 = number of anchors per anchorage point n 3 = factored load at each anchorage point,, using load combinations from IBC Section or ACI 318 Section 9.2 Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking R d, ASD = Ø ra.f ra å Where å is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, å is equal to 1.4 assuming all dead load. Redundant Fastening Design Information For SafeT+ Pin Anchors 1,2 Design Characteristic Notation Units Nominal Anchor Size (inch) 1/4 3 Anchor category 1, 2 or 3 nominal embedment depth h nom in 1 3/16 (41) Characteristic Strength (Resistance) Installed In Concrete 4 Number of Anchor Points Resistance at each anchorage point, cracked or uncracked concrete (2,500 psi) F ra lb n 1, (3.0) n 1, (2.0) Strength reduction factor 3 Ø ra 0.45 For SI: 1 inch = 25.4 mm, 1 lbf = kn. 1. The data in this table is intended to be used with the redundant design provisions of this product section; design loads may be applied in any direction. 2. Installation must comply with published instructions and details. 3. All values of ø were determined from the load combinations of ACI 318 Section Anchors are permitted to be used in structural sandlightweight concrete provided the design strength ø ra F ra must be multiplied by Canada: (905) or (514) Powers USA: (800) or (914)

44 Zamac HammerScrew PRODUCT INFORMATION Zamac HammerScrew Nail Anchor PRODUCT DESCRIPTION The Zamac HammerScrew is a unique, onestep nail drive anchor featuring a Phillips type head and a screw thread for use in concrete, block, brick or stone. It is available in 1/4" diameter and lengths ranging from 3/4" to 3". With a body formed from corrosion resistant Zamac alloy and a zinc plated carbon steel or PermaSeal TM coated drive screw, this anchor has been developed as an improvement over standard nailin anchors. The Zamac HammerScrew has been designed to provide a removable anchor with higher tension load capacities compared with traditional nailin when installed in concrete. The anchor is not recommended for overhead, lifesafety or sustained tensile loading applications unless special considerations are given to the allowable loads (see performance data section). GENERAL APPLICATIONS AND USES Roof Flashings Brick Ties and Masonry Anchorage Electrical Fixtures Signage FEATURES AND BENEFITS HVAC and Mechanical Attachments Drywall track Maintenance Surveillance equiptment + General purpose anchoring + Installs in a variety of base materials + Removable anchor when screw is backed out with a Phillips head driver APPROVALS AND LISTINGS Federal GSA Specification Meets the proof load requirements of FFS325C, Group V, Type 2, Class 3, (superseded) and CID AA 1925A, Type 1 GUIDE SPECIFICATIONS CSI Divisions: 03151Concrete Anchoring, 04081Masonry Anchorage and Metal Fastenings. Nail Anchors shall be Zamac HammerScrew anchors as supplied by Powers Fasteners, Inc., Brewster, NY. SECTION CONTENTS General Information Installation and Material Specifications Performance Data Design Criteria Ordering Information Zamac HammerScrew ANCHOR MATERIALS Zamac Alloy with Carbon Steel Drive Screw or PermaSeal TM Coated Carbon Steel Drive Screw ANCHOR SIZE RANGE (TYP.) 1/4" x 3/4" to 1/4" x 3" diameter SUITABLE BASE MATERIALS Normalweight Concrete Hollow Concrete Masonry (CMU) Brick Masonry Stone INSTALLATION AND MATERIAL SPECIFICATIONS Installation Specifications Anchor Diameter, d Dimension 1/4" ANSI Drill Bit Size, dbit () 1/4 Fixture Clearance Hole () 5/16 Head Height () 9/64 Head Width dhd () 35/64 Installation Guidelines Drill a hole into the base material to a depth of at least 1/4" deeper than the required embedment. The tolerances of the drill bit used should meet the requirements of ANSI Standard B Blow the hole clean of dust and other material. Material Specifications Component Material Anchor Mushroom Head Component Carbon Steel Screw Drive Screw AISI 1018 Anchor Body Zamac Alloy Screw Plating ASTM B 633, SC1, Type III (Fe/Zn 5) Screw Coating PermaSeal Fluoropolymer Insert the anchor through the fixture. Drive the screw into the anchor body to expand it. Be sure the head is seated firmly against the fixture and that the anchor is at the proper embedment. To remove Press a Phillips screw driver firmly into the screw head and turn counterclockwise. Remove the screw from the anchor body, then pry out the fixture and anchor body simultaneously by working the claw of a hammer under the fixture Canada: (905) or (514) Powers USA: (800) or (914)

45 Zamac HammerScrew PRODUCT INFORMATION PERFORMANCE DATA Ultimate and Allowable Load Capacities for Zamac HammerScrew in Hollow Concrete Masonry 1,2,3 Anchor Diameter d 1/4 (6.4) 1/4 (6.4) Embedment Depth h v Ultimate Load f m 1,500 psi (10.4 MPa) 5/8 (15.9) 420 (1.9) 1,160 (5.2) 85 (0.4) 230 (1.0) 3/4 (19.1) 825 (3.7) 1,215 (5.5) 165 (0.7) 245 (1.1) 1 (25.4) 1,000 (4.5) 1,265 (5.7) 200 (0.9) 255 (1.1) 1 1/8 (28.6) 1,090 (4.9) 1,290 (5.8) 220 (1.0) 260 (1.2) 1 3/8 (34.9) 1,145 (5.2) 1,345 (6.1) 230 (1.0) 270 (1.2) 1 1/2 (38.1) 1,145 (5.2) 1,345 (6.1) 230 (1.0) 270 (1.2) Anchor Installed in NormalWeight Concrete Allowable Load 1. Tabulated load values are for anchors installed in minimum 6inch wide, Grade N, Type II, medium and normalweight and lightweight concrete masonry units. Mortar must be Type N, S or M. Masonry compressive strength must be 1,500 psi minimum at the time of installation. Masonry cells may be grouted. 2. The tabulated values are for anchors installed at a minimum of 16 anchor diameters on center for 100 percent capacity. Spacing distances may be reduced to 8 anchor diameters on center provied the capacities are reduced by 50 percent. Linear interpolation may be used for intermediate spacing. 3. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 20 or higher may be necessary depending upon the application such as life safety, and in sustained tensile loading applications. Ultimate and Allowable Load Capacities for Zamac HammerScrew in Solid Clay Brick Masonry 1,2.3 Anchor Diameter d Embedment Depth h v Ultimate Load f m 1,500 psi (10.4 MPa) Allowable Load 5/8 (15.9) 680 (3.1) 1,400 (6.3) 135 (0.6) 280 (1.3) 3/4 (19.1) 930 (4.2) 1,600 (7.2) 185 (0.8) 320 (1.4) 1 (25.4) 990 (4.5) 1,600 (7.2) 200 (0.9) 320 (1.4) 1 1/8 (28.6) 1,040 (4.7) 1,600 (7.2) 210 (0.9) 320 (1.4) 1 3/8 (34.9) 1,150 (5.2) 1,600 (7.2) 230 (1.0) 320 (1.4) 1 1/2 (38.1) 1,260 (5.7) 1,600 (7.2) 250 (1.1) 320 (1.4) 1. Tabulated load values are for anchors installed in multiple wythe, minimum Grade SW, solid clay brick masonry walls conforming to ASTM C 62. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation (f'm 1,500 psi). 2. The tabulated values are for anchors installed at a minimum of 16 anchor diameters on center for 100 percent capacity. Spacing distances may be reduced to 8 anchor diameters on center provied the capacities are reduced by 50 percent. Linear interpolation may be used for intermediate spacing. 3. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 20 or higher may be necessary depending upon the application such as life safety, and in sustained tensile loading applications. DESIGN CRITERIA (ALLOWABLE STRESS DESIGN) Combined Loading For anchors loaded in both shear and tension, the combination of loads should be proportioned as follows: Nu Vu Where: Nu = Applied Service Load Nn = Allowable Load ( Nn ) + ( Vn ) 1 Vu = Applied Service Load Vn = Allowable Load Load Adjustment Factors for Spacing and Edge Distances in Concrete 1 Anchor Critical Distance Critical Distance Dimension Load Type (Full Anchor Capacity) Load Factor (Reduced Capacity) Load Factor Spacing (s) and s cr = 10d FNs = F Vs = 1.0 s min = 5d FNs = F Vs = 0.50 c cr = 12d FNc = 1.0 c min = 6d FNc = 0.80 Edge Distance (c) c cr = 12d FVc = 1.0 c min = 6d FVc = Allowable load values found in the performance data tables are multiplied by reduction factors when anchor spacing or edge distances are less than critical distances. Linear interpolation is allowed for intermediate anchor spacing and edge distances between critical and minimum distances. When an anchor is affected by both reduced spacing and edge distance, the spacing and edge reduction factors must be combined (multiplied). Multiple reduction factors for anchor spacing and edge distance may be required depending on the anchor group configuration Canada: (905) or (514) Powers USA: (800) or (914)

46 Selection Guide PRODUCT INFORMATION Legend Suitable May be Suitable Base Material Anchor Diameter ( Rebar Size ) Anchor Element Chemistry Installed Hole Condition Anchor Category Product Page Injection Adhesive Anchors AC100+ Gold PE1000+ T308+ Glass Capsule Adhesive Anchors ChemStud HammerCapsule Straight Cut Anchor Rod Chisel Point Anchor Rod Anchor Hardware Internally Threaded Inserts (special order) Concrete Lightweight Concrete Hollow Core Plank Groutfilled Concrete Masonry Hollow Concrete Masonry Solid Brick Hollow Brick Unreinforced Masonry (URM) Stone Structural Clay Tile 1/4" 3/8" (#3) 1/2" (#4) 5/8" (#5) 3/4" (#6) 7/8" (#7) 1" (#8) (#9) 11/4" (#10) 13/8" (#11) 11/2" (#12) Zinc Plated Carbon Steel Stainless Steel Epoxy Vinylester Dry Water Saturated (Wet) Waterfilled hole (flooded) Stainless Steel Screen Tubes Plastic Screen Tubes Installation Temperature Base Material Adhesive F 1040 C 3295 F 035 C F 540 C F 540 C F 1040 C 6595 F 1835 C Max. Service Temperature ShortTerm LongTerm 176 F 80 C 122 F 50 C 162 F 72 C 110 F 43 C 162 F 72 C 110 F 43 C Canada: (905) or (514) Powers USA: (800) or (914)

47 AC100+ Gold PRODUCT DESCRIPTION PRODUCT INFORMATION Vinylester Injection Adhesive Anchoring System The AC100+ Gold is a twocomponent vinylester adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The AC100+ Gold is designed for bonding threaded rod and reinforcing bar elements into drilled holes in concrete and masonry base materials. GENERAL APPLICATIONS AND USES Bonding threaded rod and reinforcing bar into hardened concrete and masonry Evaluated for use in dry and watersaturated concrete including water filled holes Suitable to resist structural loads in uncracked concrete base materials for cases where anchor design theory and criteria applies Can be installed in a wide range of base material temperatures FEATURES AND BENEFITS Designed for use with threaded rod and reinforcing bar hardware elements Consistent performance in low and high strength concrete (2,500 to 8,500 psi) Evaluated and recognized for a range of embedments and for interior and exterior applications Versatile low odor formula with quick cure time Mixing nozzles proportion adhesive and provide simple delivery method into drilled holes Cartridge design allows for multiple uses using extra mixing nozzles TESTING AND EVALUATION + Tested and evaluated by an accredited independent laboratory in accordance with ICCES AC308 criteria and ASTM E 1512 for anchoring in uncracked concrete, including but not limited to the following: + Reliability testing for freeze/thaw conditions + Reliability testing for sensitivity to hole cleaning, mixing effort and installation direction + Reliability testing for sustained loads, i.e. creep resistance (see applicable longterm and shortterm temperature ranges) + Service condition testing at decreased and elevated temperatures + Service condition testing in low and high strength concrete + Service condition testing for resistance to alkalinity and sulfur exposure APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICCES) ESR2582 Code compliant with the 2006 IBC, 2006 IRC, 2003 IBC, 2003 IRC, 2000 IBC, 2000 IRC, 1997 UBC Tested in accordance with ICCES AC308 for use in structural concrete and design with ACI 318 Appendix D (Strength Design) and as amended by provisions of ICCES AC308 Annex A, Section 3.3 ( Compliant with NSF/ANSI Standard 61 for drinking water system components health effects; minimum requirements for materials in contact with potable water and water treatment Conforms to requirements of ASTM C 881, Types I, II, IV and V, Grade 3, Classes A & B (meets Type III with exception of elongation) Department of Transportation listings see or contact transportation agency GUIDE SPECIFICATIONS CSI Divisions: 03151Concrete Anchoring, Masonry Anchorage and 05090Metal Fastenings. Adhesive anchoring system shall be AC100+ Gold as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and requirements of the Authority Having Jurisdiction. This Product Available In Powers Design Assist Real Time Anchor Design Software AC100+ Gold SECTION CONTENTS General Information Installation Specifications Installation Instructions Solid Base Materials Hollow Base Materials Reference Tables for Install SD Performance Data SD Factored Design Strength ASD Performance Data Masonry Performance Data Ordering Information AC100+ Gold coaxial cartridge with mixing nozzle AC100+ Gold dual cartridge with mixing nozzle and extension PACKAGING Coaxial Cartridge 5 fl. oz. (150 ml or 9.2 in 3 ) 10 fl. oz. (280 ml or 17.1 in 3 ) Dual (sidebyside) Cartridge 8 fl. oz. (235 ml or 14.3 in 3 ) 12 fl. oz. (345 ml or 21.0 in 3 ) 28 fl. oz. (825 ml or 50.3 in 3 ) STORAGE LIFE & CONDITIONS Fifteen months in a dry, dark environment with temperature ranging from 32 o F and 86 o F (0 o C to 30 o C) ANCHOR SIZE RANGE (TYP.) 3/8" to 11/4" diameter threaded rod No. 3 to No.10 reinforcing bar (rebar) SUITABLE BASE MATERIALS Normalweight concrete Grouted concrete masonry (CMU) Hollow concrete masonry (CMU) Brick masonry Powers USA: (800) or (914) Canada: (905) or (514)

48 PRODUCT INFORMATION AC100+ Gold INSTALLATION INSTRUCTIONS (SOLID BASE MATERIAL) DRILLING HOLE CLEANING 1 Drill a hole into the base material with a rotary hammer drill tool to the size and embedment required by the selected steel anchor element (see installation specifications for threaded rod and reinforcing bar in solid concrete base material). The tolerances of the carbide drill bit should meet the requirements of ANSI Standard B Precaution: Wear suitable eye and skin protection. Avoid inhalation of dusts during drilling and/or removal. Note! After drilling and prior to hole cleaning, all standing water in the drilled bore hole must be removed if present (e.g. vacuum, compressed air, etc.) BLOW 4x, BRUSH 4x, BLOW 4x 2a Starting from the bottom or back of the anchor hole, blow the hole clean using a compressed air nozzle (m 90 psi) or a hand pump (supplied by Powers Fasteners) a minimum of four times (4x). Use a compressed air nozzle (m 90 psi) or a hand pump (m volume 25 fl. oz.) for anchor rod 3/8" to 3/4" diameter or reinforcing bar (rebar) sizes #3 to #6. Use a compressed air nozzle (m 90 psi) for anchor rod 7/8" to 11/4" diameter and rebar sizes #7 to #10. A hand pump shall not be used with these anchor sizes. 2b Determine wire brush diameter (see hole cleaning equipment selection table) and attach the brush with adaptor to a rotary drill tool or battery screwgun. Brush the hole with the selected wire brush a minimum of four times (4x). A brush extension (supplied by Powers Fasteners, Cat. #08282) should be used for holes drilled deeper than the listed brush length. The wire brush diameter should be checked periodically during use. The brush must be replaced if it becomes worn (less than D min, see hole cleaning equipment selection table) or does not come into contact with the sides of the drilled hole. 2c Finally, blow the hole clean again a minimum of four times (4x). Use a compressed air nozzle (m 90 psi) or a hand pump (m volume 25 fl. oz.) for anchor rod 3/8" to 3/4" diameter or reinforcing bar (rebar) sizes #3 to #6. Use a compressed air nozzle (m 90 psi) for anchor rod 7/8" to 11/4" diameter and rebar sizes #7 to #10. A hand pump shall not be used with these anchor sizes. When finished the hole should be clean and free of dust, debris, ice, grease, oil or other foreign material. PREPARING 3 Check adhesive expiration date on cartridge label. Do not use expired product. Review Material Safety Data Sheet (MSDS) before use. Cartridge temperature must be between 32 F 95 F (0 C 35 C) when in use. Review gel (working) and cure time table. Consideration should be given to the reduced gel time of the adhesive in warm temperatures. Attach a supplied mixing nozzle to the cartridge. Do not modify the mixer in any way and make sure the mixing element is inside the nozzle. Load the cartridge into the correct dispensing tool. Note: Always use a new mixing nozzle with new cartridges of adhesive and also for all work interruptions exceeding the published working time of the adhesive. 4 Prior to inserting the anchor rod or rebar into the filled bore hole, the position of the embedment depth has to be marked on the anchor. Verify anchor element is straight and free of surface damage. 5 Adhesive must be properly mixed to achieve published properties. Prior to dispensing adhesive into the drilled hole, separately dispense at least three full strokes of adhesive through the mixing nozzle until the adhesive is a consistent gray color. Do not attach a used nozzle when changing to a new cartridge. Review and note the published working and cure times (see gel time and curing time table) prior to injection of the mixed adhesive into the cleaned anchor hole. (Continued on next page) Powers USA: (800) or (914) Canada: (905) or (514)

49 AC100+ Gold PRODUCT INFORMATION INSTALLATION INSTRUCTIONS (SOLID BASE MATERIAL) INSTALLATION 6 Fill the cleaned hole approximately twothirds full with mixed adhesive starting from the bottom or back of the anchor hole. Slowly withdraw the mixing nozzle as the hole fills to avoid creating air pockets or voids. For embedment depth greater than 71/2 an extension nozzle (3/8 dia.) must be used with the mixing nozzle. With Piston Plug: Piston plugs (see adhesive piston plug table) must be used with and attached to mixing nozzle and extension tube for horizontal and overhead installations with anchor rod from 3/4" to 11/4" diameter and rebar sizes #6 to #10. Insert piston plug to the back of the drilled hole and inject as described in the method above. During installation the piston plug will be naturally extruded from the drilled hole by the adhesive pressure. Attention! Do not install anchors overhead without proper training and installation hardware provided by Powers Fasteners. Contact Powers for details prior to use. 7 The anchor should be free of dirt, grease, oil or other foreign material. Push clean threaded rod or reinforcing bar into the anchor hole while turning slightly to ensure positive distribution of the adhesive until the embedment depth is reached. Observe the gel (working) time. 8 Be sure that the anchor is fully seated at the bottom of the hole and that some adhesive has flowed from the hole and all around the top of the anchor. If there is not enough adhesive in the hole, the installation must be repeated. The anchor shall not be moved after placement and during cure. CURING AND LOADING 9 Allow the adhesive anchor to cure to the specified full curing time prior to applying any load (see gel time and curing time table). Do not disturb, torque or load the anchor until it is fully cured. 10 After full curing of the adhesive anchor, a fixture can be installed to the anchor and tightened up to the maximum torque (see installation specifications for threaded rod and reinforcing bar in solid concrete base material) by using a calibrated torque wrench. Take care not to exceed the maximum torque for the selected anchor Canada: (905) or (514) Powers USA: (800) or (914)

50 PRODUCT INFORMATION AC100+ Gold INSTALLATION INSTRUCTIONS (HOLLOW BASE MATERIAL) DRILLING HOLE CLEANING 1 Drill a hole into the base material with a rotary drill tool to the size and embedment for the required screen size (see installation specifications for threaded rod in hollow concrete base material). The tolerances of the drill bit used should meet the requirements of ANSI B Precaution: Wear suitable eye and skin protection. Avoid inhalation of dusts during grilling and/or removal. BLOW 2x, BRUSH 2x, BLOW 2x 2 Starting from the bottom or back of the anchor hole, blow the hole clean with a hand pump (m volume 25 fl.oz. supplied by Powers Fasteners) or compressed air nozzle a minimum of two times (2x). Determine the wire brush diameter (see hole cleaning equipment selection table) and attach the brush with adaptor to a rotary drill tool or battery screw gun. Brush the hole with the selected wire brush a minimum of two times (2x). A brush extension (supplied by Powers Fasteners, Cat #08282) should be used for holes drilled deeper than the listed brush length. The wire brush should be checked periodically during use. The brush must be replaced if it becomes worn (less than D min, see hole cleaning equipment selection table) or does not come in contact with sides of the drill hole. Finally, blow the hole clean again a minimum of two times (2x) PREPARING When finished the hole should be clean and free of dust, debris, ice, grease, oil or other foreign material. 3 Check adhesive expiration date on cartridge label. Do not use expired product. Review Material Safety Data Sheet (MSDS) before use. Cartridge temperature must be between 32 F 95 F (0 C 35 C) when in use. Review gel (working) time and curing time table. Consideration should be given to the reduced gel (working) time of the adhesive in warm temperatures. INSTALLATION Attach a supplied mixing nozzle to the cartridge. Do not modify the mixer in any way and make sure the mixing element is inside the nozzle. Load the cartridge into the correct dispensing tool. Note: Always use a new mixing nozzle with new cartridges of adhesive and also for all work interruptions exceeding the published working time of the adhesive. 4 Prior to inserting the anchor rod into the filled screen tube, the position of the embedment depth has to be marked on the anchor. Verify anchor element is straight and free of surface damage. 5 Adhesive must be properly mixed to achieve published properties. Prior to dispensing adhesive into the drilled hole, separately dispense at least three full strokes of adhesive through the mixing nozzle until the adhesive is a consistent gray color. Do not attach a used nozzle when changing to a new cartridge. Review and note the published working and cure times (see gel time and curing time table) prior to injection of the mixed adhesive into the screen tube. 6 Insert a screen tube of suitable length into the cleaned anchor hole. 7 Fill the screen tube full with adhesive starting from the bottom or back of the tube. Slowly withdraw the mixing nozzle as the screen fills to avoid creating air pockets or voids. A plastic extension tube supplied by Powers Fasteners must be used with the mixing nozzle if the back of the screen tube cannot be reached. 8 Prior to inserting the anchor rod into the screen tube inspect it to ensure that it is free of dirt, grease, oil or other foreign material. Push the threaded rod into the screen tube while turning slightly to ensure positive distribution of the adhesive until back of the tube is reached. CURING AND FIXTURE 9 Allow the adhesive anchor to cure to the specified full curing time prior to applying any load. Do not disturb, torque or load the anchor until it is fully cured (see gel time and curing time table). 10 After full curing of the adhesive anchor, a fixture can be installed to the anchor and tightened up to the maximum torque (see installation specifications for threaded rod and reinforcing bar in hollow base material) by using a calibrated torque wrench. Take care not to exceed the maximum torque for the selected anchor. Powers USA: (800) or (914) Canada: (905) or (514)

51 AC100+ Gold PRODUCT INFORMATION REFERENCE TABLES FOR INSTALLATION o F 41 Gel (working) Time and Curing Time Table for AC100+ Gold Temperature of base material Gel (working) time o C Full curing time 90 minutes 24 hours 90 minutes 14 hours 45 minutes 7 hours 25 minutes 2 hours 15 minutes 90 minutes 6 minutes 45 minutes 4 minutes 25 minutes 2 minutes 20 minutes 1.5 minutes 15 minutes The gel (working) times listed for 32 o F to 95 o F are also applicable for the temperature of the adhesive and use of mixing nozzes during installation. For installations in base material tempertures between 14 o F and 23 o F the cartridge temperature must be conditioned to between 68 o F and 95 o F (20 o C 35 o C). Hole Cleaning Equipment Selection Table for AC100+ Gold Threaded rod diameter (inch) Rebar size (no.) ANSI drill bit diameter (inch) M brush diameter, D min (inches) Brush length, L (inches) Steel wire brush (Cat. #) Blowout tool Number of cleaning actions Solid Base Material 3/8 #3 7/ / /2 #4 9/ / /8 #5 11/ / /8 #5 3/ / /4 #6 7/ / /8 # / #8 11/ / /4 #9 13/ / #10 11/ / Hollow Base Material 3/8 1/ / /2 5/ / Handpump (Cat# 08280) or compressed air nozzle Compressed air nozzle only Hand pump (Cat# 08280) or compressed air nozzle 4x blowing 4x brushing 4x blowing 2x blowing 2x brushing 2x blowing An SDSplus adaptor (Cat. #08283) or Jacobs chuck style adaptor (Cat. #08296) is required to attach a steel wire brush to the drill tool. A brush extension (Cat#08282) should be used for holes drilled deeper than the listed brush length. Adhesive Piston Plugs Threaded rod Rebar ANSI drill bit Plug Plastic Horizontal and diameter (inch) size (no.) diameter (inch) Size (inch) Plug (Cat. #) overhead installations 3/4 #6 7/8 7/ /8 # #8 11/8 11/ /4 #9 13/8 13/ #10 11/2 11/ A plastic extension tube (3/8 dia., Cat# 08281) must be used with piston plugs Canada: (905) or (514) Powers USA: (800) or (914)

52 PRODUCT INFORMATION AC100+ Gold SD PERFORMANCE DATA Design Information for Threaded Rod and Reinforcing Bar in NormalWeight Concrete (For use with load combinations taken from ACI 318 Section 9.2) 1,2,3 Design Characteristic Notation Units embedment depth Carbon rod (ASTM A 36 or F1554, Grade C) Steel strength Stainless steel rod alloy 304/316 in tension (ASTM F 593, Condition CW) High strength carbon rod (ASTM A 193, Grade B7) Effectiveness factor for uncracked concrete Modification factor for uncracked concrete Critical edge distance 6 Critical spacing distance Reduction factor for concrete breakout strength Dry hole Water Saturated Concrete Waterfilled hole Dry hole Water Saturated Concrete Waterfilled hole h ef,min STEEL STRENGTH IN TENSION CONCRETE BREAKOUT STRENGTH IN TENSION k uncr c,n c ac s ac Ø BOND STRENGTH IN TENSION FOR TEMPERATURE RANGE A 4 Maximum long term temperature = 75 o F (24 o C), Maximum short term temperature = 104 o F (40 o C) Characteristic bond strength, uncracked concrete (2,500 psi) Reduction factor for bond strength Reduction factor for bond strength Additional factor for water saturated concrete condition Reduction factor for bond strength Additional factor for waterfilled hole condition x k,uncr Ø d Ø ws l ws Ø wf l ws psi (N/mm 2 ) Nominal Anchor Size 3/8 1/2 5/8 3/4 7/8 1 11/4 #3 #4 #5 #6 #7 #8 #9 #10 23/8 23/4 31/8 31/2 31/2 4 41/2 5 (60) (70) (79) (89) (89) (102) (114) (127) 1,450 (10.0) 1,450 (10.0) For all design cases use c,n = 1.0 1,450 (10.0) 0.65 (Condition B) 1,450 (10.0) ,450 (10.0) BOND STRENGTH IN TENSION FOR TEMPERATURE RANGE B 4,5 Maximum long term temperature = 122 o F (50 o C), Maximum short term temperature = 176 o F (80 o C) Characteristic bond strength, uncracked concrete (2,500 psi) Reduction factor for bond strength Reduction factor for bond strength Additional factor for water saturated concrete condition Reduction factor for bond strength Additional factor for waterfilled hole condition N sa N sa x k,uncr Ø d Ø ws l ws Ø wf l ws lb lb psi (N/mm 2 ) (50) 4,525 (20.1) Effective cross sectional area of threaded rod A se (mm2) (92) (146) (216) (298) (391) (625) 7,800 (34.7) 870 (6.0) 8,235 (36.6) c ac =1.5h ef for h/h ef 2; c ac =1.5h ef [3h/h ef ] for 1.3h ef < h < 2h ef ; c ac = 2.55h ef for h/h ef (6.0) 13,110 (58.3) 870 (6.0) 19,430 (86.4) 870 (6.0) 2c ac (6.0) 1,305 (9.0) 798 (5.5) 1,160 (9.0) 696 (4.8) 1,030 (7.1) ,795 (119.2) 6.38 (4.4) ,200 (250.0) N lb 9,360 17,040 27,120 40,200 55,440 72,720 sa (41.6) (75.8) (120.6) 116,280 (178.8) (246.6) (323.5) (517.2) Effective cross sectional area of reinforcing bar A , se (mm2) (71) (129) (200) (284) (387) (510) (645) (819) Steel strength in tension, N lb 9,900 18,000 27,900 39,600 54,000 71,100 90, ,300 Grade 60 reinforcing bars sa (44.0) (80.1) (124.1) (176.1) (240.2) (316.3) (400.3) (508.4) Steel strength in tension, N lb 6,600 12,000 18,600 26,400 Grade 40 reinforcing bars sa (29.4) (53.4) (82.7) (117.4) Reduction factor for steel strength Ø 0.75 (0.65 for stainless steel rod) 14,200 (63.2) 22,600 (100.5) 28,475 (126.7) 39,270 (174.7) 35,150 (156.3) 51,510 (645) 82,365 (366.4) (Continued on next page) Powers USA: (800) or (914) Canada: (905) or (514)

53 AC100+ Gold PRODUCT INFORMATION SD PERFORMANCE DATA (Continued) 1. The data in this table is intended to be used together with the design provisions of ACI 318 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR Installation must comply with published instructions and details. Special inspection must be performed where required by code or the Authority Having Jurisdiction (AHJ). See ICCES AC308 Annex A, Section 14.4 and ESR For ductility classification of steel anchor elements see ESR Long term concrete temperatures are roughly constant over significant periods of time. Shortterm elevated temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. 5. For load combinations consisting of short term loads only such as wind, bond strength may be increased by 40% for Temperature Range B. 6. Linear interpolation is permitted to determine the ratio c ac for values or h/h ef between 2 and 1.3 by calculation. Design Information for Threaded Rod and Reinforcing Bar in NormalWeight Concrete (For use with load combinations taken from ACI 318 Section 9.2) 1,2,3 Design Characteristic embedment depth Steel strength in shear Standard carbon rod (ASTM A 307, Grade C or F1554) Stainless steel rod alloy 304/316 (ASTM F 593, Condition CW) High strength carbon rod (ASTM A 193, Grade B7) Steel strength in shear, Grade 60 reinforcing bar Steel strength in shear, Grade 40 reinforcing bar Reduction factor for steel strength Notation h ef,min V sa V sa V sa V sa V sa Ø Units STEEL STRENGTH IN SHEAR lb lb lb lb lb Nominal Anchor Size 3/8 1/2 5/8 3/4 7/8 1 11/4 #3 #4 #5 #6 #7 #8 #9 #10 23/8 23/4 31/8 31/2 31/2 4 41/2 5 (60) (70) (79) (89) (89) (107) (114) (127) 2,715 (12.1) 4,680 (20.8) 5,615 (25.0) 5,940 (26.4) 3,960 (17.6) 4,940 (22.0) 8,520 (37.9) 10,225 (45.5) 10,800 (48.0) 7,200 (32.0) 7,865 (35.0) 13,560 (60.3) 16,270 (72.4) 16,740 (74.5) 11,160 (49.6) 11,660 (51.9) 17,085 (76.0) 24,120 (107.3) 23,760 (105.7) 15,840 (70.5) 16,075 (71.5) 23,560 (104.8) 33,265 (148.0) 32,400 (144.1) 21,090 (93.8) 30,905 (137.5) 43,630 (194.1) 0.65 (0.60 for stainless steel rod) 42,660 (189.8) 54,000 (240.2) 33,720 (150.0) 49,420 (219.8) 69,770 (310.3) 68,580 (305.0) Load bearing length of anchor Reduction factor for concrete breakout strength Coefficient for pryout strength Reduction factor for pryout strength l e Ø BREAKOUT STRENGTH IN SHEAR CONCRETE PRYOUT STRENGTH IN SHEAR l cp Ø h ef or 8d whichever is less Condition B = for h ef < 2.5, 2.0 for h ef > 2.5 Condition B = The data in this table is intended to be used together with the design provisions of ACI 318 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR Installation must comply with published instructions and details. Periodic special inspection must be performed where required by code or the Authority Having Jurisdiction (AHJ). See ICCES AC308 Annex A, Section 14.4 and ESR For ductility classification of steel anchor elements see ESR2582. BOND STRENGTH DETERMINATION Concrete State Hole Drilling Method Installation Condition Bond Strength Strength Reduction Factor Dry concrete x k,uncr ø d Uncracked concrete Hammer drill Watersaturated concrete x k,uncr l ws ø ws Waterfilled hole x k,uncr l wf ø wf For concrete compressive strength between 2,500 psi and 8,000 psi, the tabulated characteristic bond strength for cracked concrete x k,cr or uncracked concrete x k,uncr may be increased by a factor of (f c / 2,500) Canada: (905) or (514) Powers USA: (800) or (914)

54 PRODUCT INFORMATION AC100+ Gold Factored Design Strength (ØNn and ØVn) in Accordance with ACI 318 Appendix D and ICCES AC308 Annex A: 1. Tabular values are provided for illustration and are applicable for single anchors installed in uncracked normalweight concrete with minimum slab thickness, h a = h min, and with the following conditions: c a1 is greater than or equal to the critical edge distance, c ac where c ac = 2.7 h ef. c a2 is greater than or equal to 1.5 times c a1. 2. Calculations were performed according to ACI Appendix D and ICCES AC308 Annex A, Section 3.3. The load level corresponding to the failure mode is listed (e.g. For tension: steel, concrete breakout or bond strength; For shear: steel, concrete breakout or pryout strength). The lowest load level controls. 3. Strength reduction factors (Ø) for steel strength and concrete breakout strength are based on ACI 318 Section 9.2 for load combinations. Condition B was assumed. 4. Strength reduction factors (Ø) for bond strength are determined from reliability testing and qualification in accordance with ICCES AC308 and are tabulated in this product information and in ESR Tabular values are permitted for static loads only, seismic loading is not considered with these tables. Periodic special inspection must be performed where required by code or the Authority Having Jurisdiction (AHJ). See ICCES AC308 Annex A, Section 14.4 and ESR Tabular values are not permitted for anchors subjected to tension resulting from sustained loading. Please see ICCES AC308 Annex A, Section 3.3 and ESR2582 for the supplement design requirement for this loading condition. 7. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI Appendix D. 8. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths, please see ACI Appendix D, ICCES AC308 Annex A, Section 3.3 and information included in this product supplement. For other design conditions including seismic considerations please see ACI Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR Long term concrete temperatures are roughly constant over significant periods of time. Shortterm elevated temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. and Design Strength for AC100+ Gold Installed into Uncracked Concrete in Dry Hole Condition Temperature Range A (Bond or Concrete Strength) Maximum long term temperature = 75 F (24 C), Maximum short term temperature = 104 F (40 C) Nominal Rod/Rebar Size ( or No.) 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 #9 11/4 #10 Embed. Depth h ef () ØN cb or ØN a () Concrete Compressive Strength, f' c (psi) 2,500 3,000 4,000 6,000 8,000 ØV cb or ØV cp () ØN cb or ØN a () ØV cb or ØV cp () ØN cb or ØN a () ØV cb or ØV cp () ØN cb or ØN a () ØV cb or ØV cp () ØN cb or ØN a () ØV cb or ØV cp () 2 3/8 2,635 1,860 2,700 2,035 2,805 2,350 2,995 2,880 3,070 3, ,330 2,565 3,410 2,810 3,540 3,245 3,735 3,975 3,873 4, /2 4,995 4,255 5,115 4,660 5,310 5,380 5,600 6,590 5,810 7, /4 3,555 2,480 3,895 2,715 4,330 3,135 4,560 3,840 4,735 4, ,920 4,230 6,065 4,630 6,295 5,350 6,635 6,550 6,890 7, ,885 7,150 9,095 7,835 9,445 9,045 9,955 11,080 10,335 12, /8 4,310 3,260 4,720 3,570 5,450 4,125 6,480 5,050 6,725 5, ,720 6,420 9,475 7,030 9,835 8,120 10,370 9,945 10,765 11, /2 13,880 10,945 14,210 11,990 14,755 13,840 15,550 16,955 16,145 19, /2 5,105 4,350 5,595 4,765 6,460 5,500 7,910 6,740 9,040 7, ,465 9,365 12,560 10,255 14,165 11,845 14,930 14,505 15,500 16, ,985 15,905 20,465 17,425 21,245 20,120 22,395 24,640 23,250 28, /2 5,105 4,770 5,595 5,225 6,460 6,035 7,910 7,395 9,135 8, ,445 12,685 15,825 13,895 18,275 16,045 20,320 19,650 21,095 22, /2 26,540 21,580 27,855 23,640 28,920 27,295 30,485 33,430 31,645 38, ,240 6,195 6,835 6,790 7,895 7,840 9,665 9,600 11,160 11, ,650 16,510 19,335 18,085 22,325 20,885 26,545 25,580 27,555 29, ,425 28,115 35,520 30,795 37,770 35,560 39,815 43,555 41,330 50, /2 7,445 8,090 8,155 8,860 9,420 10,230 11,535 12,530 13,320 14, ,060 21,295 23,070 23,325 26,640 26,935 30,235 32,985 31,385 38, /2 38,690 36,065 41,445 39,510 43,020 45,620 45,350 55,875 47,080 64, ,720 9,605 9,555 10,525 11,030 12,150 13,510 14,880 15,600 17, ,665 25,670 27,020 28,125 31,200 32,475 33,180 39,770 34,445 45, ,415 43,775 45,480 47,950 47,215 55,370 49,770 67,810 51,665 78, ,720 9,915 9,555 10,860 11,030 12,545 13,510 15,360 15,290 17, ,665 26,175 26,920 28,675 28,950 33,110 29,460 40,550 30,535 46, ,435 44,390 40,385 48,625 41,920 56,150 44,190 68,765 45,875 79,405 Legend Concrete Breakout Strength Bond Strength/Pryout Strength Powers USA: (800) or (914) Canada: (905) or (514)

55 AC100+ Gold PRODUCT INFORMATION MASONRY PERFORMANCE DATA Ultimate Load Capacities for Threaded Rod Installed with AC100+ Gold Into Hollow Concrete Masonry Walls with Stainless Steel and Plastic Screen Tubes 1,2,3 Rod Diameter d 3/8 (9.5) 1/2 (12.7) Drill Diameter d bit () 1/2 5/8 Screen Tube Length 31/2 (88.9) 31/2 (88.9) End Distance 33/4 (95.2) 33/4 (95.2) Edge Distance 33/4 (95.2) 33/4 (95.2) 1,600 (7.2) 2,165 (9.6) Ultimate Load Allowable Load 1. Tabulated load values are for anchors installed in minimum 8" wide, Grade N, Type II, lightweight, mediumweight or normalweight concrete masonry units conforming to ASTM C 90 that have reached a designated ultimate compressive strength at the time of installation (f'm 1,500 psi). Mortar must be type N, S or M. 2. Allowable loads are calculated using an applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety. 3. Anchor spacing is limited to one anchor per masonry cell. Ultimate Load Capacities for Threaded Rod Installed with AC100+ Gold into the Face of Brick Masonry Walls 1,2 Rod Diameter d 3/8 (9.5) 1/2 (12.7) Drill Diameter d bit () 1/2 5/8 Embedment Depth 31/2 (88.9) 6 (152.4) End Distance 6 (152.4) 8 (203.2) Edge Distance 6 (152.4) 8 (203.2) Spacing 6 (152.4) 8 (203.2) 1. Tabulated load values are for anchors installed in minimum 2 wythe, Grade SW, solid clay brick masonry conforming to ASTM C 62. Motar must be N, S or M. 2. Allowable loads are calculated using all applied safety factor or 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety. 1,700 (7.6) 1,700 (7.6) 5,845 (25.9) 11,500 (51.2) Ultimate Load 320 (1.4) 430 (1.9) 4,580 (20.4) 9,300 (41.4) 1,170 (5.2) 2,300 (10.3) 340 (1.5) 340 (1.5) Allowable Load 915 (4.1) 1,860 (8.3) ORDERING INFORMATION AC100+ Gold Cartridges Cat No. Description Std. Box 8462SD AC100+ Gold 5 fl. oz. PushPak (DIY series) SD AC100+ Gold 10 fl. oz. QuikShot (DIY series) SD AC100+ Gold 8 fl. oz. dual cartridge SD AC100+ Gold 12 fl. oz. dual cartridge SD AC100+ Gold 28 fl. oz. dual cartridge 8 One AC100+ Gold mixing nozzle is packaged with each cartridge. AC100+ Gold mixing nozzles must be used to ensure complete and proper mixing of the adhesive. Cartridge System Mixing Nozzles Cat No Description Extra mixing nozzle for AC100+ Gold (5 oz., 8 oz.,10 oz. & 12 oz.) Extra mixing nozzle (with 8 extension) for AC100+ Gold 28 oz. Std. Carton Pallet Std. Pack/Box Std. Carton Mixing nozzle extension, 8 length minimum 24 Dispensing Tools for Injection Adhesive Cat No. Description Std. Box Std. Carton Manual caulking gun for PushPak and QuikShot High performance caulking gun for PushPak and QuikShot AC100+ Gold 8 oz. standard all metal manual tool AC100+ Gold 8 oz., 10 oz. & 12 oz. high performance manual tool AC100+ Gold 28 oz. standard all metal manual tool AC100+ Gold 28 oz. high performance manual tool AC100+ Gold 28 oz. pneumatic tool AC100+ Gold 28 oz. cordless power tool Canada: (905) or (514) Powers USA: (800) or (914)

56 PRODUCT INFORMATION AC100+ Gold ORDERING INFORMATION (Continued) Hole Cleaning Tools and Accessories Cat No. Description Length Std. Pkg Wire brush for 7/16" ANSI hole (3/8" rod or #3 rebar) 63/4" Wire brush for 9/16" ANSI hole (1/2" rod or #4 rebar) 63/4" Wire brush for 11/16" ANSI hole (5/8" rod or #5 rebar) 77/8" Wire brush for 3/4" ANSI hole (5/8" rod or #5 rebar) 77/8" Wire brush for 7/8" ANSI hole (3/4" rod or #6 rebar) 77/8" Wire brush for 1" ANSI hole (7/8" rod or #7 rebar) 117/8" Wire brush for 11/8" ANSI hole (1" rod or #8 rebar) 117/8" Wire brush for 13/8" ANSI hole (11/4" rod or #9 rebar) 117/8" Wire brush for 11/2" ANSI hole ( #10 rebar) 117/8" SDSplus adapter for steel brushes Standard drill adapter for steel brushes (e.g. Jacobs Chuck) Steel brush extension 12" Hand pump/dust blower (25 fl. oz. cylinder volume) Air compressor nozzle with extension 18" Adjustable torque wrench with 1/2" square drive (10 to 150 ft.) Adjustable torque wrench with 1/2" square drive (25 to 250 ft.) Adhesive cleaning kit, includes 4 wire brushes (08284, 08285, , 08287), steel brush extension (08282), SDSplus adapter (08283), standard drill adapter (08296), hand pump/dust blower (08280), gloves and safety glasses Stainless Steel Screen Tubes Cat. No. Description Drill Diameter Standard Carton /8" x 3 1/2" Screen Tube 1/2" /8" x 6" Screen Tube* 1/2" /8" x 8" Screen Tube* 1/2" /8" x 10" Screen Tube* 1/2" /8" x 12" Screen Tube* 1/2" /2" x 3 1/2" Screen Tube 5/8" /2" x 6" Screen Tube 5/8" /2" x 8" Screen Tube* 5/8" /2" x 10" Screen Tube* 5/8" 25 Screen tubes are made from a 300 series stainless steel. The nominal diameter of the screen listed indicates the matching rod diameter. *Includes extension tubing. Plastic Screen Tubes Cat. No. Description Drill Diameter /8 x 31/2 Plastic Screen 1/ /8 x 6 Plastic Screen 3/8 x 8 Plastic Screen 1/2 x 31/2 Plastic Screen 1/2 x 6 Plastic Screen 1/2 1/2 3/4 3/4 Standard Carton Adhesive Pistons Cat. No Description 7/8" Plug 1" Plug 11/8" Plug ANSI Drill Dia. 7/8 1 11/8" /8" Plug 11/2" Plug 13/8 11/2 Reinforcing Bar Size Threaded Rod Size Std. Bag Std. Ctd. #6 #7 #8 #9 #10 3/4 7/8 1 11/ Powers Fasteners, Inc. All Rights Reserved. AC100+ Gold is a Registered Trademark of Powers Fasteners, Inc. For the most current product information please visit Powers USA: (800) or (914) Canada: (905) or (514)

57 PRODUCT INFORMATION PE1000+ PERFORMANCE DATA Design Information for Threaded Rod and Reinforcing Bar in NormalWeight Concrete (For use with load combinations taken from ACI 318 Section 9.2) 1,2 Design Characteristic Notation Units Nominal Anchor Size 3/8 1/2 5/8 3/4 7/8 1 11/4 #3 #4 #5 #6 #7 #8 #9 #10 embedment h ef,min 23/8 (70) 23/4 (70) 31/8 (79) 31/2 (89) 31/2 (89) 4 (102) 41/2 (114) 5 (127) STEEL STRENGTH IN TENSION 3 Effective cross sectional area of threaded rod A se 2 (mm 2 ) (50) (92) (146) (216) (289) (391) (625) Carbon rod (ASTM A 307, Grade C or F 1554) N sa lb 4,525 (20.1) 8,235 (36.6) 13,110 (58.3) 19,430 (86.4) 26,795 (119.2) 35,150 (156.3) 56,200 (250.0) Steel Stainless steel rod alloy 304/316 N lb 7,800 14,200 22,600 28,475 39,270 51,510 82,365 sa strength in (ASTM F 593, Condition CW) (34.7) (63.2) (100.5) (126.7) (174.7) (229.1) (366.4) tension High strength carbon rod N lb 9,360 17,040 27,120 40,200 55,440 72, ,280 (ASTM A 193, Grade B7) sa (41.6) (75.8) (120.6) (178.8) (246.6) (323.5) (517.2) Effective cross sectional area of reinforcing bar A se 2 (mm 2 ) (71) (129) (200) (284) (387) (510) (645) (819) Steel strength in tension, Grade 60 reinforcing bars N sa lb 9,900 (44.0) 18,000 (80.1) 27,900 (124.1) 39,600 (176.1) 54,000 (240.2) 71,100 (316.3) 90,000 (400.3) 114,300 (508.4) Reduction factor for steel strength Ø 0.75 (0.65 for ASTM F 593 Stainless) CONCRETE BREAKOUT STRENGTH IN TENSION Effectiveness factor for uncracked concrete k c,cr Not Applicable 17 (7.1) 17 (7.1) 17 (7.1) 17 (7.1) Not Not Not Applicable Applicable Applicable Effectiveness factor for uncracked concrete k c,uncr Modification factor for uncracked concrete c,n For all design cases use c,n = 1.0 Critical edge distance c ac 1.7h ef when h h ef + 5(c a,min ) 0.75 ; otherwise c ac = 2.7h ef Critical spacing distance s ac 2c ac Reduction factor for concrete breakout strength Ø 0.65 (Condition B) BOND STRENGTH IN TENSION FOR TEMPERATURE RANGE A 4 Maximum long term temperature = 75 o F (24 o C), Maximum short term temperature = 104 o F (40 o C) Reduction factor for bond strength Ød 0.65 Characteristic bond strength, psi N/A 671 Dry hole cracked concrete (2,500 psi) x k,cr (N/mm 2 ) (6.4) (5.3) (4.9) (4.6) N/A N/A N/A Characteristic bond strength, psi 2,049 1,925 1,836 1,765 1,708 1,659 1,618 1,582 uncracked concrete (2,500 psi) x k,uncr (N/mm 2 ) (14.1) (13.3) (12.7) (12.2) (11.8) (11.4) (11.2) (10.9) Water Reduction factor for bond strength Øws saturated concrete Additional factor for water saturated concrete condition l ws Reduction factor for bond strength Øwf Waterfilled hole Additional factor for waterfilled hole condition l wf 0.57 BOND STRENGTH IN TENSION FOR TEMPERATURE RANGE B 4,5,6 Maximum long term temperature = 110 o F (43 o C), Maximum short term temperature = 140 o F (60 o C) Dry hole Water saturated concrete Waterfilled hole Reduction factor for bond strength Characteristic bond strength, cracked concrete (2,500 psi) Characteristic bond strength, uncracked concrete (2,500 psi) Reduction factor for bond strength Additional factor for water saturated concrete condition Reduction factor for bond strength Additional factor for waterfilled hole condition Ød x k,cr psi (N/mm 2 ) x k,uncr psi (N/mm 2 ) Øws l ws Øwf l wf N/A 1,126 (7.8) Powers USA: (800) or (914) Canada: (905) or (514) (3.5) 1,059 (7.3) 421 (2.9) 1,009 (7.0) 392 (2.7) 971 (6.7) (2.5) 939 (6.5) 912 (6.3) 870 (6.0) The data in this table is intended to be used together with the design provisions of ACI 318 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR Installation must comply with published instructions and details. Periodic special inspection must be performed where required by code or the Authority Having Jurisdiction (AHJ). See ESR For ductility classification of steel anchor elements see ESR Long term concrete temperatures are roughly constant over significant periods of time. Shortterm elevated temperatures are those that occur over brief intervals, e.g. as a result of diurnal cycling. 5. For load combinations consisting of short term loads only such as wind, bond strength may be increased by 40% for Temperature Range B. 6. Maximum short term temperature for Temperature Range B may be increased to 162 F (72 C) provided the tabulated characteristic bond strengths are reduced by 10 percent. N/A N/A 890 (6.1) N/A

58 PRODUCT INFORMATION PE1000+ Factored Design Strength (fnn and fvn) in Accordance with ACI 318 Appendix D and ICCES AC308 Annex A: 1. Tabular values are provided for illustration and are applicable for single anchors installed in uncracked normalweight concrete with minimum slab thickness, h a = h min, and with the following conditions: c a1 is greater than or equal to the critical edge distance, c ac where c ac = 2.7 h ef. c a2 is greater than or equal to 1.5 times c a1. 2. Calculations were performed according to ACI Appendix D and ICCES AC308 Annex A, Section 3.3. The load level corresponding to the failure mode is listed (e.g. For tension: steel, concrete breakout or bond strength; For shear: steel, concrete breakout or pryout strength). The lowest load level controls. 3. Strength reduction factors (f) for steel strength and concrete breakout strength were based on ACI 318 Section 9.2 for load combinations. Condition B was assumed. 4. Strength reduction factors (f) for bond strength were determined from reliability testing and qualification in accordance with ICCES AC308 and are tabulated in this product supplement and ESR2583. (Notes continued on next page). and Design Strength for PE1000+ Installed into Cracked Concrete in Dry Hole Condition for Temperature Range A (Bond or Concrete Strength) Maximum long term temperature = 75 F (24 C), Maximum short term temperature = 104 F (40 C) Nominal Rod/Rebar Size ( or #) 1/2 or #4 Embed. Depth h ef () fn cb or fn a () Concrete Compressive Strength, f' c (psi) 2,500 3,000 4,000 6,000 8,000 fv cb or fv cp () fn cb or fn a () fv cb or fv cp () fn cb or fn a () fv cb or fv cp () fn cb or fn a () fv cb or fv cp () fn cb or fn a () fv cb or fv cp () 2 3/4 2,520 1,770 2,670 1,940 2,765 2,240 2,900 2,740 3,000 3, ,800 3,020 3,880 3,310 4,020 3,820 4,220 4,680 4,365 5, ,695 5,110 5,825 5,595 6,030 6,460 6,330 7,915 6,550 9, /8 3,050 2,330 3,120 2,550 3,230 2,945 3,390 3,610 3,510 4,165 5/8 or #5 5 4,880 4,585 4,990 5,020 5,165 5,800 5,425 7,100 5,615 8, /2 7,325 7,815 7,485 8,565 7,745 9,885 8,135 12,110 8,420 13, /2 3,620 3,105 3,900 3,405 4,040 3,930 4,240 4,815 4,390 5,555 3/4 or #6 6 6,545 6,690 6,685 7,325 6,920 8,460 7,265 10,360 7,525 11, ,815 11,360 10,030 12,445 10,385 14,370 10,900 17,600 11,285 20, /2 3,620 3,410 3,965 3,735 4,440 4,310 4,660 5,280 4,825 6,095 7/8 or #7 7 8,395 9,060 8,580 9,925 8,880 11,460 9,320 14,035 9,650 16, /2 12,590 15,415 12,865 16,885 13,320 19,495 13,985 23,880 14,475 27,570 Legend Concrete Breakout Bond Strength/Pryout Strength and Design Strength of Steel Elements (Steel Strength) Nominal Rod/Rebar Size ( or #) Steel Elements Threaded Rod and Reinforcing Bar A 307, Grade C or F 1554 F 593, CW (SS) A 193, Grade B7 Grade 60 Rebar fn sa () fv sa () fn sa () fv sa () fn sa () fv sa () fn sa () fv sa () 1/2 or #4 6,175 3,210 9,230 5,540 13,315 6,925 13,500 7,020 5/8 or #5 9,830 5,110 14,690 8,815 21,190 11,020 20,925 10,880 3/4 or #6 14,575 7,580 18,510 11,105 31,405 16,330 29,700 15,455 7/8 or #7 20,095 10,450 25,525 15,315 43,315 22,525 40,500 21,060 Legend Steel Strength Powers USA: (800) or (914) Canada: (905) or (514)

59 PRODUCT INFORMATION PE1000+ Allowable Load Capacities for PE1000+ Installed into NormalWeight Concrete with Threaded Rod and Reinforcing Bar (Based on Bond Strength/Concrete Capacity) 1,2,3,4,5,6 Nominal Rod/Rebar Size ( or #) 3/8 or #3 1/2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 1 or #8 #9 11/4 #10 Embedment Depth () Concrete Compressive Strength, (f'c) 3,000 psi 4,000 psi 5,000 psi 6,000 psi (lbs) 2 3/8 1,215 1,260 1,290 1, /2 1,785 1,850 1,895 1, /2 2,290 2,370 2,435 2, /4 1,770 1,830 1,880 1, /8 2,820 2,920 3,000 3, ,870 4,005 4,115 4, /8 2,400 2,485 2,550 2, /4 4,030 4,170 4,285 4, /2 5,755 5,955 6,120 6, /2 2,850 2,950 3,030 3, /4 5,415 5,605 5,760 5, ,980 8,260 8,485 8, /2 2,850 2,950 3,030 3, ,665 6,900 7,085 7, /2 10,475 10,845 11,135 11, ,480 3,600 3,700 3, ,395 8,685 8,925 9, ,305 13,770 14,145 14, /2 4,155 4,300 4,420 4, ,295 10,655 10,950 11, /2 16,435 17,010 17,475 17, ,870 5,040 5,180 5, ,360 12,795 13,145 13, ,850 20,545 21,105 21, ,870 5,040 5,180 5, ,360 12,795 13,145 13, ,850 20,545 21,105 21, Allowable load capacities listed are calculated using an applied safety factor of 4.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 2. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. 3. The tabulated load values are applicable to single anchors installed at critical edge and spacing distances and where the minimum member thickess is greater of [h ef + 11/4 ] and [h ef +2 d o ]. 4. The tabulated load values are for applicable for dry concrete. Holes must be drilled with a hammer drill and an ANSI carbide drill bit. Installations in wet concrete or in waterfilled holes may require a reduction in capacity. Contact Powers Fasteners for more information concerning these installation conditions. 5. Adhesives experience reductions in capacity at elevated temperatures. See the inservice temperature chart for allowable load capacities. 6. Allowable bond strength/concrete capacity must be checked against allowable steel strength in tension to determine the controlling allowable load. Powers USA: (800) or (914) Canada: (905) or (514)

60 PE1000+ PRODUCT INFORMATION ORDERING INFORMATION PE1000+ Cartridges Cat No. Description Std. Carton Pallet 0500SD PE fl. oz. dual cartridge SD PE fl. oz. dual cartridge One PE1000+ mixing nozzle is packaged with each cartridge. PE1000+ mixing nozzles must be used to ensure complete and proper mixing of the adhesive. Cartridge System Mixing Nozzles Cat No Description Extra mixing nozzle (with a 8 extension) for PE1000+ Mixing nozzle extension, 8 minimum Std. Pack/Box 2 2 Std. Carton Dispensing Tools for Injection Adhesive Cat No. Description fl. oz. Manual tool fl. oz. and 20 fl. oz.. Manual tool 08298C 13 fl. oz. / 20 fl. oz. High Performance manual tool 8497SD 20 fl. oz. Pnuematic tool Std. Box Std. Carton PE1000+ Epoxy Adhesive Anchor System Hole Cleaning Tools and Accessories Cat No. Description Length Std. Pkg Wire brush for 7/16" ANSI hole (3/8" rod or #3 rebar) 63/4" Wire brush for 9/16" ANSI hole (1/2" rod or #4 rebar) 63/4" Wire brush for 11/16" ANSI hole (5/8" rod or #5 rebar) 77/8" Wire brush for 3/4" ANSI hole (5/8" rod or #5 rebar) 77/8" Wire brush for 7/8" ANSI hole (3/4" rod or #6 rebar) 77/8" Wire brush for 1" ANSI hole (7/8" rod or #7 rebar) 117/8" Wire brush for 11/8" ANSI hole (1" rod or #8 rebar) 117/8" Wire brush for 13/8" ANSI hole (11/4" rod or #9 rebar) 117/8" Wire brush for 11/2" ANSI hole ( #10 rebar) 117/8" SDSplus adapter for steel brushes Standard drill adapter for steel brushes (e.g. Jacobs Chuck) Steel brush extension 12" Hand pump/dust blower (25 fl. oz. cylinder volume) Air compressor nozzle with extension 18" Adjustable torque wrench with 1/2" square drive (10 to 150 ft.) Adjustable torque wrench with 1/2" square drive (25 to 250 ft.) Adhesive cleaning kit, includes 4 wire brushes (08284, 08285, , 08287), steel brush extension (08282), SDSplus adapter (08283), standard drill adapter (08296), hand pump/dust blower (08280), gloves and safety glasses 2011 Powers Fasteners, Inc. All Rights Reserved. PE1000+ is a registered trademark of Powers Fasteners, Inc. For the most current product information please visit Canada: (905) or (514) Powers USA: (800) or (914)

61 T308+ PRODUCT INFORMATION INSTALLATION SPECIFICATIONS (SOLID CONCRETE BASE MATERIALS) Installation Specifications for Steel Threaded Rod Dimension/Property Notation Units Nominal anchor diameter d Nominal Anchor Size 3/8 1/2 5/8 3/4 7/ (9.5) (12.7) (15.9) (19.1) (31.8) Nominal diameter of drilled hole d o 7/16 ANSI 9/16 ANSI 3/4 ANSI 7/8 ANSI 1 ANSI embedment 1 h ef 2 (50) 33/8 (86) 21/2 (62) 4 (102) 31/4 (83) 55/8 (143) 33/8 (86) 63/4 (171) 4 (102) 77/8 (200) concrete member thickness 1 h min 4 (102) 5 (127) 5 (127) 6 (153) 6 (153) 9 (229) 7 (178) 101/8 (257) 8 (203) 12 (305) spacing distance 1 s min 3 (76) 33/4 (95) 47/8 (124) 5 (127) 8 (203) Critical edge distance Maximum torque (only possible after curing) c ac 4 (102) 63/4 (171) 5 (127) 91/2 (241) 61/2 (165) T ft max (Nm) (19) (34) (95) 1. For use with the design provisions of ACI 318 Appendix D and ICCES AC308 Appendix A, Section (305) 63/4 (171) 120 (163) 141/2 (368) 8 (203) 140 (190) 153/4 (400) Installation Specifications for Threaded Rod (Hollow Base Material) 1 Dimentions/property Nominal threaded rod diameter Nominal stainless steel tube size Nominal diameter of drilled hole Maximum torque (only possible after full cure time of adhesive) Notation 1. For unreinforced masonry (URM) see pages d d o, (d bit ) T max Units in Nominal Size 3/8 1/ (9.5) (12.7) 3/8 1/2 in ft.lb. (Nm) 1/2 ANSI 10 (8) 5/8 ANSI 10 (8) Detail of Steel Hardware Elements used with Injection Adhesive System Steel Description (General) Threaded Rod Material Properties Steel Specification (ASTM) Nomial Anchor Size (inch) Yield Strength, f y (ksi) Ultimate Strength, f u (ksi) Threaded Rod Carbon rod F1554 Grade 36 3/8 through 7/ High strength carbon rod A193, Grade B7 3/8 through 7/ Stainless rod (Alloy 304/316) F593, (Condition CW) 3/8 through 5/ /4 through 7/ Grade 60 reinforcing bar A615, A706 A767 or A996 3/8 through 7/8 (#3 through #7) Canada: (905) or (514) Powers USA: (800) or (914)

62 PRODUCT INFORMATION T308+ ORDERING INFORMATION Stainless Steel Screen Tubes Screen tubes are made from a 300 series stainless steel. The nominal diameter of the screen listed indicates the matching rod diameter. Cat. No. Description Drill Dia. Std.Ctn /4" x 6" Screen Tube 3/ /4" x 8" Screen Tube 3/ * 1/4" x 10" Screen Tube 3/ /8" x 31/2" Screen Tube 1/ /8" x 6" Screen Tube 1/ /8" x 8" Screen Tube 1/ /8" x 10" Screen Tube 1/ /8" x 12" Screen Tube 1/ /2" x 31/2" Screen Tube 5/ /2" x 6" Screen Tube 5/ /2" x 8" Screen Tube 5/ /2" x 10" Screen Tube 5/ /8" x 41/2" Screen Tube 3/ /8" x 6" Screen Tube 3/ /8" x 8" Screen Tube 3/ /8 x 10 Screen Tube 3/ /4 x 6 Screen Tube 7/ /4 x 8 Screen Tube 7/ /4 x 10 Screen Tube 7/ /4 x 13 Screen Tube 7/ /16 x 8 Screen Tube 1" /16 x 13 Screen Tube /16 x 17 Screen Tube Adhesive Tube (steel sleeve) 10 * Discontinued item once current stock exhausted. Includes extension tubing Plastic Screen Tubes The nominal diameter of the screen listed indicate the matching rod diameter. Note: hole size required for plastic screen tubes are different than that for the stainless steel tubes. Cat. No. Description Drill Dia. Std.Ctn /4" x 13/4" Screen Tube 1/2" /8" x 23/4" Screen Tube 9/16" /8" x 31/2" Screen Tube 9/16" /8" x 6" Screen Tube 9/16" /8" x 8" Screen Tube 9/16" /2" x 31/2" Screen Tube 3/4" /2" x 6" Screen Tube 3/4" /8" x 6" Screen Tube 7/8" /4" x 6" Screen Tube 1" Powers Fasteners, Inc. All Rights Reserved. T308+ is a registered trademark of Powers Fasteners, Inc. For current information please visit Powers USA: (800) or (914) Canada: (905) or (514)

63 Powder Actuated PRODUCT INFORMATION Powder Actuated Fastening INTRODUCTION Powder actuated fastening systems provide a cost effective method of attaching fixtures for light duty, static load conditions. Powers' systems consist of specially designed fasteners, installation tools, and powder loads which are designed to function in combination to provide optimum performance. These systems provide the contractor with the ability to fasten directly into concrete, masonry, and structural steel without predrilling holes. GENERAL APPLICATIONS AND USES Attaching Steel to Concrete, Block or Steel Attaching Wood members to Concrete, Block or Steel Attaching accessories to Concrete, Block or Steel Attaching ceiling clips and threaded rod to Concrete or Steel APPROVALS AND LISTINGS Tested in accordance to ASTM E 488 and E 1190 International Code Council, Evaluation Service (ICCES), ESR2024 (Formerly ER5330) International Code Council, Evaluation Service (ICCES), ESR1995 City of Los Angeles (COLA) Research Report LARR25304 FM Global (Factory Mutual) File No. J.I (Threaded Studs) SECTION CONTENTS Functioning Principles Powder Loads Fastener Types Functioning in Concrete Functioning in Steel Fastener Behavior Base Material Suitability Applied Loads Design Reference Guide for Concrete Design Reference Guide for Steel Performance Data FUNCTIONING PRINCIPLES Operating Principle Powder actuated systems, often described as forced entry systems, require special installation tools which are critical components of a successful fastening. Two types of tools have been used in the market which operate on different driving principles, direct acting and indirect acting. The basic design of the tools are similar in that each has a breech which holds the powder load and a barrel or guide mechanism to hold the fastener. However, the installation and safety characteristics of the tools are very different. Direct Acting Principle As the powder load is ignited in a direct acting tool, the expanding gases of the load act directly on the fastener to drive it down the barrel of the tool and into the base material. In a tool of this type, 100% of the energy developed by the powder load is transferred to the fastener. Penetration of the fastener into the base material is controlled primarily by the density of the base material and the load level selected. While the direct acting principle may allow fastenings to be made in very dense concrete and thick steel base materials, safety concerns have made the indirect principle the technology of choice. Powder actuated tools using this principle are no longer commercially available. Indirect Acting Principle In a tool which operates using the indirect acting principle, the expanding gases of the ignited powder load act directly on a captive piston which is housed within the barrel of the tool. The piston drives the fastener into the base material providing better control over the penetration of the fastener. In a tool of this type, most of the energy developed by the powder load is retained by the piston. Penetration of the fastener into the base material is controlled by the design of the piston, the load level selected, and the density of the base material. All Powers' powder actuated tools operate using the indirect acting principle and are classified as low velocity tools. Tool Classification Powder actuated tools can be classified as low, medium, or high velocity. This classification system can apply to either direct or indirect acting tools and is based on a ballistic test. Using the strongest powder load and the lightest fastener commercially available from the manufacturer for a specific tool, the velocity of the tool is determined by measuring the average velocity of the fastener for ten individual tests. The velocity classifications based on ANSI A10.3 are as follows: 1. Low Velocity Tool A tool in which the average test velocity does not exceed 328 feet per second (100 meters per second). 2. Medium Velocity Tool A tool in which the average test velocity exceeds 328 feet per second (100 meters per second) but is less than 492 feet per second (150 meters per second). Medium velocity tools are no longer commercially available. 3. High Velocity Tool A tool in which the average test velocity exceeds 492 feet per second (150 meters per second). High velocity tools are no longer commercially available. Tool Safety Powder actuated fasteners must be installed by properly trained and licensed operators as described in ANSI Standard A Authorized Powers distributors offer complete training programs for end users. Contact your local Powers branch office or distributor for complete details. While the powder actuated tools are summarized in this section of the manual, only trained and licensed operators are allowed to use the tools. These summaries are for general information only Canada: (905) or (514) Powers USA: (800) or (914)

64 Performance Data PRODUCT INFORMATION PERFORMANCE DATA Ultimate Load Capacities for Powder Actuated Fasteners used to Install Sill Plates onto NormalWeight Concrete 1,2 Pin Description Ballistic Point Pin 0.300" / 8mm Head Drive Pin or 1/4"20 Threaded Stud (0.145" Shank) 3/8" Head Drive Pin (0.172" Shank) Embedment Depth h v 1 1/2 (38.1) 1 1/2 (38.1) 1 1/2 (38.1) Concrete Compressive Strength (f'c) f'c 2,000 psi (13.8 (MPa) Perpendicular to Concrete 1,060 (4.7) 900 (4.0) 960 (4.3) Parallel to Concrete 1,200 (5.3) 1,150 (5.1) 1,150 (5.1) 1. The values listed above are ultimate load capacities which should be reduced by a minimum factor of safety of 5.0 or greater to determine the allowable working load. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 2. Multiple fasteners are recommended for any attachment for increased reliability. 920 (4.1) 600 (2.7) 900 (4.0) Ultimate Load Capacities for Powder Actuated Fasteners in ASTM A36 Steel 1,2,3,5 Pin Description Ballistic Point Pin (0.150" Shank) 0.300" Head Drive Pin 8mm Head Drive Pin (0.145" Shank) 8mm head CSI Pin (0.157" Shank) 1/4"20 Threaded Stud (0.145" Shank) 3/8" Head Drive Pin (0.172" Shank) 10mm Head Drive Pin (0.177" Shank) 3/8"16 Threaded Stud (0.205" Shank) Ceiling Clips w/ 0.300" Head Pin (0.145" Shank) Economy Ceiling Clips w/ 0.300" Head Pin (0.145" Shank) Ceiling Clips LADD Pin (0.152" Shank) Shank Type Smooth Knurled Smooth Spiral Knurled Knurled Smooth Smooth Knurled Smooth Smooth Smooth 590 (2.6) 1,100 (4.9) 865 (3.8) Nominal Steel Thickness 1/8" 3/16" 1/4" 3/8" 1/2" 4 2,090 (9.3) 990 (4.4) 1,325 (5.9) 910 (4.0) 1,705 (7.6) 1,775 (7.9) 3,030 (13.5) 3,050 (13.6) 2,825 (12.6) 1,560 (6.9) 2,240 (10.0) 2,050 (9.1) 4,810 (21.4) 1,100 (4.9) 950 (4.2) 2,230 (9.9) 2,700 (12.0) 1,630 (7.3) 1,490 (6.6) 850 (3.8) 1,120 (5.0) 1,030 (4.6) 950 (4.2) 1,180 (5.2) 2,770 (12.3) 1,190 (5.3) 1,290 (5.7) 1,200 (5.3) 2,700 (12.0) 1,090 (4.8) 1,090 (4.8) 1,180 (5.2) 2,770 (12.3) 3,700 (16.5) 4,150 (18.5) 5,460 (24.3) 1,190 (5.3) 1,290 (5.7) 1,200 (5.3) 2,160 (9.6) 1,820 (8.1) 1,300 (5.8) 3,730 (16.6) 1,090 (4.8) 1,090 (4.8) 1,180 (5.2) 2,730 (12.1) 2,800 (12.5) 2,800 (12.5) 3,199 (14.2) 3,300 (14.7) 3,890 (17.3) 4,150 (18.5) 8,090 (36.0) 1,190 (5.3) 1,290 (5.7) 1,200 (5.3) 2,250 (10.0) 2,600 (11.6) 2,410 (10.7) 3,390 (15.1) 2,560 (11.4) 3,020 (13.4) 1,900 (8.5) 2,625 (11.7) 3,025 (13.5) 2,620 (11.7) 2,925 (13.0) 3,760 (16.7) 4,230 (18.8) 4,400 (19.6) 2,650 (11.8) 1,970 (8.8) 2,675 (11.9) 2,875 (12.8) 2,600 (11.6) 2,825 (12.6) 3,675 (16.3) 4,075 (18.1) 1,090 (4.8) 1,090 (4.8) 1,180 (5.2) 1,190 (5.3) 1,290 (5.7) 1,200 (5.3) 1. The ultimate tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables. 3. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating through the steel base material. 4. Fasteners must be driven to obtain a minumum embedment of 1/2". The point of the fastener does not need to penetrate through the steel base material. 5. Multiple fasteners are recommended for any attachment for increased reliability Canada: (905) or (514) Powers USA: (800) or (914)

65 PRODUCT INFORMATION Performance Data PERFORMANCE DATA Allowable Load Capacities for Powder Actuated Fasteners in ASTM A36 Steel 1,2,3,5 Pin Description Ballistic Point Pin (0.150" Shank) 0.300" Head Drive Pin 8mm Head Drive Pin (0.145" Shank) 8mm head Spiral CSI Pin (0.157" Shank) 1/4"20 Threaded Stud (0.145" Shank) 3/8" Head Drive Pin (0.172" Shank) 10mm Head Drive Pin (0.177" Shank) 3/8"16 Threaded Stud (0.205" Shank) Ceiling Clips w/ 0.300" Head Pin (0.145" Shank) Economy Ceiling Clips w/ 0.300" Head Pin (0.145" Shank) Ceiling Clips LADD Pin (0.152" Shank) Shank Type Smooth Knurled Smooth Spiral Knurled Knurled Smooth Smooth Knurled Smooth Smooth Smooth 120 (0.5) 220 (1.0) 170 (0.8) Nominal Steel Thickness 1/8" 3/16" 1/4" 3/8" 1/2" (1.9) 200 (0.9) 265 (1.2) 180 (0.8) 340 (1.5) 355 (1.6) 1. The allowable tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are allowable load capacities. The values are based on minimum required factors of safety. Consideration of additional safety factors may be necessary depending on the application, such as life safety or overhead. 3. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating through the steel base material. 4. Fasteners must be driven to obtain a minumum embedment of 1/2". The point of the fastener does not need to penetrate through the steel base material.5. Multiple fasteners are recommended for any attachment for increased reliability. 5. Multiple fasteners are recommended for any attachment for increased reliability. 605 (2.7) 610 (2.7) 565 (2.5) 310 (1.4) 445 (2.0) 410 (1.8) 735 (3.3) 220 (1.0) 190 (0.8) 445 (2.0) 540 (2.4) 325 (1.4) 300 (1.3) 95 (0.4) (1.0) (2.5) (2.4) (0.9) (1.1) (1.0) (0.8) (1.2) (0.9) 235 (1.0) 240 (1.1) 240 (1.1) 555 (2.5) 740 (3.3) 545 (2.4) 1,090 (4.8) 240 (1.1) 260 (1.2) 240 (1.1) 430 (1.9) 365 (1.6) 150 (0.7) 745 (3.3) 220 (1.0) 210 (0.9) 235 (1.0) 545 (2.4) 560 (2.5) 560 (2.5) 535 (2.4) 660 (2.9) 780 (3.5) 545 (2.4) 620 (2.8) 240 (1.1) 260 (1.2) 240 (1.1) 450 (2.0) 520 (2.3) 465 (2.1) 615 (2.7) 510 (2.3) 605 (2.7) 245 (1.1) 525 (2.3) 605 (2.7) 390 (1.7) 495 (2.2) 750 (3.3) 845 (3.8) 755 (3.4) 490 (2.2) 390 (1.7) 535 (2.4) 575 (2.6) 520 (2.3) 565 (2.5) 640 (2.8) 600 (2.7) 220 (1.0) 210 (0.9) 235 (1.0) 240 (1.1) 260 (1.2) 240 (1.1) Powers USA: (800) or (914) Canada: (905) or (514)

66 Performance Data PRODUCT INFORMATION PERFORMANCE DATA Ultimate Load Capacities for Powder Actuated Fasteners in ASTM A572 Steel 1,2,3,5 Pin Description 10mm Head Drive Pin (0.177" Shank) 8mm head CSI Pin (0.157" Shank) Shank Type Smooth Spiral Knurled 1,275 (5.7) Nominal Steel Thickness 1/8" 3/16" 1/4" 3/8" 1/2" 4 3,850 (17.1) 1,075 (4.8) 3,250 (14.5) 1. The ultimate tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables. 3. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating throug the steel base material. 4. 8mm head CSI pin and 10mm head drive pin fasteners must be driven to obtain a minumum embedment of 1/2". The point of the fastener does not need to penetrate through the steel base material. 5. Multiple fasteners are recommended for any attachment for increased reliability. 1,800 (8.0) 3,975 (17.7) 3,900 (17.3) 2,900 (12.9) 2,275 (10.1) 3,300 (14.7) 4,250 (18.9) 2,675 (11.9) 2,900 (12.9) 3,050 (13.6) Allowable Load Capacities for Powder Actuated Fasteners in ASTM A572 Steel 1,2,3,5 Pin Description 10mm Head Drive Pin (0.177" Shank) 8mm head CSI Pin (0.157" Shank) Shank Type Smooth Spiral Knurled 255 (1.1) 325 (1.3) Nominal Steel Thickness 1/8" 3/16" 1/4" 3/8" 1/2" (3.4) 510 (2.2) 215 (1.0) 550 (2.4) 1. The allowable tension and shear values are for fasteners only. Steel or wood members connected to the substrate must be investigated for compliance with the applicable code. 2. The values listed above are allowable load capacities. The values are based on minimum required factors of safety. Consideration of additional safety factors may be necessary depending on the application, such as life safety or overhead. 3. Fasteners must be driven to obtain an embedment equivalent to the nominal steel thickness with the point of the fastener penetrating through the steel base material. 4. 8mm head CSI pin and 10mm head drive pin fasteners must be driven to obtain a minumum embedment of 1/2". The point of the fastener does not need to penetrate through the steel base material. 5. Multiple fasteners are recommended for any attachment for increased reliability. 650 (2.9) 630 (2.8 ) 295 (1.3) 795 (3.5) 735 (3.3) 580 (2.6) 355 (1.6) 660 (2.9) 785 (3.5) 535 (2.4) 580 (2.6) 610 (2.7) Ultimate Load Capacities for Powder Actuated Fasteners in Masonry (f m 1,500) 1,2,3,4 Pin Description Ballistic Point Pin (0.181"/0.150" Shank).300"/8mm Head Drive Pin or 1/4"20 Threaded Stud (0.145"Shank) 3/8" Head Drive Pin (0.172" Shank) 3/8" 16 Threaded Stud (0.205" Shank) Embed. Depth hv Hollow CMU Groutfilled Concrete Masonry Face Face Mortar Joint 1 (25.4) 320 (1.4) 740 (3.3) 570 (2.6) 900 (4.1) 510 (2.3) 960 (4.3) 1 (25.4) 320 (1.4) 740 (3.3) 570 (2.6) 900 (4.1) 510 (2.3) 960 (4.3) 1 (25.4) 740 (3.3) 850 (3.8) 1 (25.4) 160 (0.7) 670 (3.0) 860 (3.9) 1,460 (6.6) 1,060 (4.8) 1,030 (4.6) 1. Successful fastening to the face shell of Hollow CMU is typically done with the lightest powder load level. 2. The values listed above are ultimate load capacities which should be reduced by a factor of safety to determine the allowable working load. For allowable load capacities, see the allowable load tables. 3. Multiple fasteners are recommended for any attachment for increased reliability. 4. Concrete masonry units are typical 8 x 8 x 16 inch units meeting the requirements of ASTM C90, Grade N, lightweight block Canada: (905) or (514) Powers USA: (800) or (914)

67 PRODUCT INFORMATION Assemblies & Accessories Ceiling Clip Assemblies PRODUCT DESCRIPTION For acoustical applications and suspended ceiling systems or light fixtures. Several styles of angled clips are premounted onto pins..300" Head Drive Pins with Ceiling Clips Catalog Shank Shank Wire Standard Standard Number Length Diameter Hole Box Carton Wt./ " 0.145" 0.278" 100 1, * 1 1/8" 0.145" 0.278" 100 1, /4" 0.145" 0.278" 100 1, * 1 1/4" 0.145" 0.278" 100 1, * Economy Clip Economy Clip 8mm Head Drive Pins with Ceiling Clips Catalog Shank Shank Wire Standard Standard Number Length Diameter Hole Box Carton Wt./ mm (1") 0.145" 0.278" 100 1, mm(11/4") 0.145" 0.278" 100 1, Catalog Shank Shank Head Wire Standard Standard Number Length Diameter Diameter Hole Box Carton Wt./ mm (11/4 ).177 8mm , mm Head Spiral CSI Drive Pin with Ceiling Clip Cat. No. Description Head Dia. Shank Dia. Wire Hole Std. Box Std. Ctn /8" CSI with Ceiling Clip 0.300" 0.157" 0.313" 100 1, " CSI with Ceiling Clip 0.300" 0.157" 0.313" 100 1,000 Ballistic Point Drive Pin with Ceiling Clip Cat. No. Description Head Dia. Shank Dia. Wire Hole Std. Box Std. Ctn /8" with Ceiling Clip 0.300" 0.181"/0.150" 0.313"@ , /4" with Ceiling Clip 0.300" 0.181"/0.150" 0.278"@ ,000 PreAssembled Pin and Clip for LADD Tool (45 o ) Catalog Shank Shank Head Wire Standard Standard Number Length Diameter Diameter Hole Box Carton Wt./ Preassembled Pin & Clip (LADD) 0.155" 0.310" 0.278" 100 1, The assembly is designed for use in a LADD type tool. BX and Conduit Clip Assemblies PRODUCT DESCRIPTION For the electrical trade, BX and conduit clips are provided in various sizes for attaching conduit to base materials where easy removal is not a requirement..300" Head Drive Pins with BX Cable Straps Cat. No. Shank Length Shank Dia. Standard Box Std. Carton Wt./ " 0.145" 100 1, " Head Pins with Conduit Clips Cat. No. Shank Length Shank Dia. Standard Box Std. Carton Wt./ /2" EMT 1" Pin 0.145" 100 1, /4" EMT 1 1/4" 0.145" * 3/4" EMT 1" Pin 0.145" /4" EMT 11/8" Pin 0.145" * 1" EMT 1" Pin 0.145" * With Top Hat 8mm Head Drive Pins with Conduit Clips Cat. No. Shank Length Shank Dia. Std. Box Std. Carton Wt./ mm w/ 1/2" EMT 0.145" 100 1, mm w/ 3/4" EMT 0.145" mm w/ 1" EMT 0.145" Powers USA: (800) or (914) Canada: (905) or (514)

68 PRODUCT INFORMATION TrakIt C3 Gas Fastening System PRODUCT DESCRIPTION The TrakIt C3 gas fastening system was developed for use in lightduty static applications, including attaching drywall track to concrete, block or steel, lath to concrete or block, furring strips to concrete or block, and plywood to concrete or block base materials. The system is designed for speed, efficiency and consistency. Operation of a gas fastening system does not require licensing. GENERAL APPLICATIONS AND USES Attaching steel track to concrete, block or steel Attaching plywood to concrete or block Attaching lath to concrete, block or steel Attaching furring strips to concrete or block FEATURES AND BENEFITS + No licensing required + Each fuel cell contains enough gas to install up to 1,000 fasteners + Available for use with StickE accessories + Short or long track versions SECTION CONTENTS General Information Tool Specification Performance Data Pin Specifications Ordering Information TrakIt C3 Tool TrakIt C3 APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICCES), ESR2036 (Formerly ER6157) City of Los Angeles (COLA) Research Report LARR25523 GUIDE SPECIFICATIONS CSI Divisions: Concrete Anchoring, 04081Masonry Anchorage, 05090Metal Fastenings, 06090Wood and Plastic Fastenings, 09260Finishes. Gas fastening systems shall be TrakIt as supplied by Powers Fasteners, Inc. TOOL SPECIFICATIONS TrakIt C3 Tool Tool Body Precision Moulded Aluminum and Plastic Tool Length 17" Tool Weight 8 lbs Pin Length 11/2" total length Pin Capacity 42 pins (22 pins short track) Power Capacity 90 Joules Approximate Shots per Fuel Cell 1,000 pins Approximate Shots per Battery Charge 5,500 TrakIt C3ST Tool (Short Track) SUITABLE BASE MATERIALS NormalWeight Concrete Structural Lightweight Concrete Concrete Masonry Steel Powers USA: (800) or (914) Canada: (905) or (514)

69 TrakIt C4 PRODUCT INFORMATION PERFORMANCE DATA Allowable Load Capacities for TrakIt C4 Fasteners Installed in Normal Weight Concrete 1,2,3 Shank Type Straight Straight Step Step Taper Taper Shank Diameter (3.68) Embedment inches Spacing inches 3/4 (19.1) 4 (101.6) Edge Distance inches 3 (76.2) Concrete Compressive Strength (f'c) 2,500 psi (17.2 mpa) 3,000 psi (20.7 mpa) 1. Allowable load capacities listed are calculated using a safety factor of 5.0 or greater. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 2. The concrete thickness must be a minimum of 3 times the embedment depth of the fastener. 3. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the steel substrate must be investigated in accordance with accepted design criteria. 65 (0.29) Allowable Load Capacities for TrakIt C4 Fasteners Installed in Lightweight Concrete and Structural SandLightweight Concrete over Steel Deck 1,2,3,4 Shank Type (3.68) (3.68) (3.68) (3.48) (3.48) Shank Diameter 7/8 (22.2) 3/4 (19.1) 4 1 (25.4) 3/4 (19.1) 1 (25.4) Embedment inches Spacing inches (101.6) 4 (101.6) 4 (101.6) Edge Distance inches 3 (76.2) 13/4 (44.5) 13/4 (44.5) Location 125 (0.56) 80 (0.36) 130 (0.58) 80 (0.36) 90 (0.40) 105 (0.47) 105 (0.47) 220 (0.98) 245 (1.09) 90 (0.40) 70 (0.31) 70 (0.31) 135 (0.60) 90 (0.40) 140 (0.62) 90 (0.40) 100 (0.44) 110 (0.49) 110 (0.49) 235 (1.04) 270 (1.20) 100 (0.44) 80 (0.36) Concrete Compressive Strength (f'c) 2,500 psi (17.2 mpa) 3,000 psi (20.7 mpa) Top 110 (0.49) 150 (0.67) 120 (0.53) 165 (0.73) Straight (3.68) 3/4 (19.1) 4 (101.6) 11/8 (28.6) Lower Flute 70 (0.31) 180 (0.80) 80 (0.36) 200 (0.89) Upper Flute 100 (0.44) 205 (0.91) 110 (0.49) 220 (0.98) 1. Allowable load capacities listed are calculated using a safety factor of 5.0 or greater. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. 2. The steel deck must have a minimum base material thickness of No. 20 gage. 3. Concrete thickness must be a minimum of 3 times the embedment depth of the fastener. i.e, minimum yield strength, Fy, of 33 ksi, and conform to the Steel Deck Institute requirements for Standard Wide Rib Deck, Type B. 4. The tabulated allowable load values are for the fastener only. Wood or steel members connected to the steel substrate must be investigated in accordance with accepted design criteria. STRUCTURAL SANDLIGHTWEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Canada: (905) or (514) Powers USA: (800) or (914)

70 PRODUCT INFORMATION APPENDIX A Standards and Specifications (Continued) FM Global (FM Approvals) Formerly the Factory Mutual Research Corporation FM Approval Standard 4450, Class I Insulated Steel Deck Roofs FM Approval Standard 4470, Class I Roof Covers FM Approval Standard for Pipe Hanger Components for Automatic Sprinkler Systems. Federal Specifications General Services Administration (GSA) The following Commercial Item Descriptions (CID's) are also used by the GSA for the procurement of anchoring products. AA1922A, Shield Expansion (Caulking Anchors, Singlehead) AA1923A, Shield Expansion (Lag, Machine and Externally Threaded Wedge Bolt Anchors) AA1924A, Shield Expansion (Self Drilling Tubular Expansion Shell Bolt Anchors) AA1925A, Shield Expansion Nail Anchors (Nondrilling Expansion Anchors) AA55614, Shield Expansion (Nondrilling Expansion Anchors) AA55615, Shield Expansion (Wood Screw and Lag Bolt Self Threading Anchors) International Code Council, Evaluation Services, Inc. (ICCES) AC 01 Acceptance Criteria for Expansion Anchors in Concrete and Masonry Elements AC 58 Acceptance Criteria for Adhesive Anchors in Concrete and Masonry Elements AC 60 Acceptance Criteria for Unreinforced Masonry Anchors AC 70 Acceptance Criteria for PowerDriven Fasteners in Concrete, Steel and Masonry Elements. AC 106 Acceptance Criteria for Predrilled Fasteners (Screw Anchors) in Concrete or Masonry AC 193 Acceptance Criteria for Mechanical Anchors in Concrete Elements AC 233 AC 257 AC 308 Acceptance Criteria for PostInstalled Adhesive Anchors in Concrete Elements National Council of Structural Engineers Associations (NCSEA) National Fire Protection Association (NFPA) NFPA 13, Standard for the Installation of Sprinkler Systems. North American Steel Framing Alliance (NASFA) Single Ply Roofing Institute (SPRI) ANSI/SPRI FX1 Standard Field Test Procedure for Determining the Withdrawal Resistance of Roofing Fasteners Society of Automotive Engineers (SAE) International J 429 Mechanical and Material Requirements for Externally Threaded Fasteners Steel Deck Institute (SDI) Design Manual For Composite Decks, Form Decks, Roof Decks, and Cellular Metal Floor deck with Electrical Distribution. Underwriters Laboratories Inc. (UL) UL 203 Pipe Hanger Equipment for Fire Protection Service UL 723 Surface Burning Characteristics Powers USA: (800) or (914) Canada: (905) or (514)

71 POWERS FASTENERS BRANCH INFORMATION USA LOCATIONS CITY ADDRESS CONTACT PHONE FAX Alabama 5405 Buford Hwy Suite 410 Norcross, GA Jeff Hatchett Atlanta 5405 Buford Hwy Suite 410 Norcross, GA Ryan Raica Boston 2 Powers Lane, Brewster, NY Jack Armour Charlotte 349 L West Tremont Avenue, Charlotte, NC Bob Aurisy Chicago 2472 Wisconsin Avenue, Downers Grove, IL Dan Gilligan Dallas King Williams Drive, Dallas, TX Matt Henderson Denver 2475 West Second Street #35, Denver, CO Jared Hemmert Detroit Wyoming Avenue, Oak Park, MI Glen Gaskill Florida 2412 Lynx Lane, Orlando, FL John Christy Houston North Promenade, Suite 100, Stafford, TX Chris Salisbury Indianapolis Stony Creek Way, Noblesville, IN Bill Trainor Kansas City / St Louis 716 East 16th Avenue, North Kansas City, MO Don James, Jr Los Angeles 2761 Dow Avenue, Tustin, CA Jason Shelburne/Trevor Gillespie Maryland 3137B Pennsy Drive, Landover, MD Chris Van Syckle Milwaukee W. Feerick Street, Milwaukee, WI Donn Raduenz Minneapolis 351 Wilson Street, NE Minneapolis, MN Josh Nelson Nashville/Memphis 221 Blanton Avenue, Nashville, TN Jamie Utley New Orleans 102 Sampson Street, Houston, TX Cal Zenor New York 2 Powers Lane, Brewster, NY John Partridge Philadelphia 2 Powers Lane, Brewster, NY Greg Stephenson Phoenix 3602 E. Southern Ave, Suite 5 Phoenix, AZ Craig Hering Pittsburgh 1360 Island Avenue, Mckees Rocks, PA Bill Dugan Portland 129 South Kenyon, Seattle, WA Jim Swink Rochester 40 Harrison Street, Rochester, NY Mike Kolstad Salt Lake City 2212 SW Temple #20, Salt Lake City, UT Don Manning San Francisco Hopkins Street, Suite B+C, Hayward, CA John O Brien Seattle 129 South Kenyon, Seattle, WA Darin Arnold INTERNATIONAL LOCATIONS COUNTRY/REGION ADDRESS CONTACT PHONE FAX Australia Factory 3, 205 Abbotts Road, Dandenong, South Victoria 3175 Phil Rose Canada 6950 Edwards Blvd. Mississauga, Ontario L5T 2W2 Mark Russell China Metropolitan Business Centre, East Nandan Road, Lane 300, No. 9, Room 604 Jake Olsen Xuhui District, Shanghai, China Europe Westrak 208, 1771 SV Wieringerwerf, Netherlands Paul Geuvers India D112, Twin Arcade, Military Rd., Marol, Andheri, East Mumbai, Ajay Kulkarni Manitoba 1810 Dublin Avenue Man. Winnipeg, R3H 0H3 Distributor New Zealand PO Box North Harbour Auckland Claye Sesto Quebec 721 Meloche Avenue, Dorval, Quebec H9P 2S5 Alan Hill Thailand 80/89 MOO4 Petchakasem Road, Bangkae Bangkok Chalee Surakavanichakorn LATIN & CARIBBEAN DISTRIBUTION INQUIRIES COUNTRY/REGION ADDRESS CONTACT PHONE FAX Latin America Alan Hebert LATIN & CARIBBEAN DISTRIBUTION COUNTRY/REGION ADDRESS CONTACT PHONE FAX Brazil HARD, Rua Dr. Humberto Pinheiro Viera, 150 Lote B, B Distrito Industrial, Joinville, Brazil Colombia Electrogeno, S.A., Carrera 52 #71c38, Bogota, Colombia (57) Costa Rica Electro Mechanics Supply, La Uruca Contiguo Banco Ntnl., De Costa Rica Condominio, (506) Horizontal Bodega #9, San Jose, Costa Rica Dominican Republic Calle Estancia Nueva #17 E Esquina CulDeSac 9, San Geronimo, Santo Domingo Rodfor Team Ecuador Acero Comercial Ecuatoriano S.A., Av. La Prensa N4514 y Telégrafo 1 Quito infouio@acerocomercial.com (5932) (5932) Av. Juan Tanca Marengo Km. 1.7 Guayaquil infogye@acerocomercial.com (5934) (5934) Guatemala Tecnofijaciones, 6 Avenue 856 Zona 9, Zona 9, Guatemala Oscar Lucas Penagos Panama CentroIndustrial, Via Cincuentenario, No. 7910, Ciudad Panama, Panama (507) Peru Powers Peruana SAC, Av. Santa Catalina, 555 La Victoria, Lima 13, Peru Martin Vasquez (011) (011) ( Venezuela Calle Sucre/Qta. Maudora, #1721 Entre Cec Acosta Y San Ignacio Chacao, Caracas Distributor Trinidad Tobago Ft. Farfan, 35 Ibis Avenue, Ibis Acres, San Juan Derek Cumming (868) Note: The information and data contained within this documentation was current as of May The information is for marketing purposes only and is subject to change and updates as needed. Powers Fasteners, Inc. reserves the right to change designs and specifications without notice or liability for such changes. Please contact Powers Fasteners for the most current and up to date available information or refer to our website at Jobsite Assistance 24/7