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PE000+ High Strength Epoxy Anchoring System PRODUCT DESCRIPTION The PE000+ is a twocomponent, high strength adhesive anchoring system. The system includes injection adhesive in plastic cartridges, mixing nozzles, dispensing tools and hole cleaning equipment. The PE000+ is designed for bonding threaded rod and reinforcing bar hardware into drilled holes in concrete and solid masonry base materials. GENERAL APPLICATIONS AND USES Bonding threaded rod and reinforcing bar into hardened concrete and grouted CMU Evaluated for use in dry and watersaturated concrete including waterfilled holes Suitable to resist 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 freeze/thaw performance Evaluated and recognized for long term and short term loading (see performance tables for applicable temperature ranges) Evaluated and recognized for variable embedments (see installation specifications) Cartridge design allows for multiple uses using extra mixing nozzles Mixing nozzles proportion adhesive and provide simple delivery method into drilled holes Easy dispensing reduces applicator fatigue PACKAGING Dual (SidebySide) Cartridge 3 fl. oz. (385 ml ) 20 fl. oz. (585 ml) STORAGE LIFE & CONDITIONS Two years in a dry, dark environment with temperature ranging from 4 o F and 95 o F (5 o C to 35 o C) ANCHOR SIZE RANGE (TYP.) 3/8" to /4" diameter threaded rod No. 3 to No. 0 reinforcing bar (rebar) SUITABLE BASE MATERIALS Normalweight concrete Grouted concrete masonry APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICCES) ESR2583 Code compliant with the 2006 IBC, 2006 IRC, 2003 IBC, 2003 IRC and 997 UBC Tested in accordance with AC308 for use in structural concrete according to ACI 38 Appendix D (Strength Design) and as amended by provisions of ICCES AC308 Annex A, Section 3.3 (www.icces.org) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading Compliant with NSF/ANSI Standard 6 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 88, Types I, II, IV and V, Grade 3, Classes B & C (also meets type lll except for elongation) Department of Transportation listings see www.powers.com or contact transportation agency GUIDE SPECIFICATIONS CSI Divisions: 035Concrete Anchoring and 0408Masonry Anchorage and 05090 Metal Fastenings. Adhesive anchoring system shall be PE000+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and requirements of the Authority Having Jurisdiction. 2
% of Bond Strength Achieved at 75 F BOND STRENGTH REDUCTION VS. ELEVATED TEMPERATURE Bond Strength vs. Temperature Chart for Epoxy Adhesive Anchoring Systems Installed into Uncracked NormalWeight Concrete with Threaded Rod,2, 3, 4, 5 00% 90% 80% 70% 60% 50% 40%. Adhesives anchors were installed using the manufacturers recommended cleaning and installation procedures. 2. Anchors were allowed to cure for a minimum of 24 hours at 75 degree F. 3. The temperature of the concrete member containing the fully cured anchors was steadily elevated until it reached the desired test temperature. Anchors were then loaded in tension (confined) until adhesive bond failure occurred. 4. Individual tests were performed with the temperature of the concrete member at 75, 0, 30, and 50 degrees F. /2" dia. ASTM A 93, Grade B7 threaded rod was used for the tests. 5. The graph represents a 2 nd order polynomial trend line using actual test data. Powers PE000+ Simpson SET Hilti RE500SD 30% 20% 75 F 0 F 30 F 50 F ITW C6 Extrusion Force EXTRUSION (DISPENSING) FORCE COMPARISON Extrusion Force Comparison for Epoxy Adhesive Anchoring Systems Based on Temperature of Cartridges 000 800 600 400 200 0 50 F Temperature 68 F ITW G5 Simpson SET XP Powers PE000+ PE000+ Easiest to Dispense * The G5 and XP adhesive cartridges failed during extrusion testing while subjected to a temperature of 50 F. Simpson is a registered trademark of the Simpson StrongTie Company, Inc. Hilti is a registered trademark of Hilti Corp. ITW is a registered trademark of Illinois Tool Works, Inc. 3
PE000+ PE000+ PRODUCT LISTINGS BY STATE DEPARTMENT OF TRANSPORTATION* APPROVED PRODUCT LISTINGS Georgia Indiana Iowa Maine New Mexico New York Ohio Oregon Tennessee Texas Utah Virginia Washington PE000+ State DOT Listing Map Approved Submitted Project Basis No Criteria SUBMITTED (IN PROCESS) PRODUCT LISTINGS Alabama Arizona Arkansas California Colorado Connecticut Kansas Kentucky Louisiana Michigan Minnesota Mississippi Missouri Nebraska Nevada New Hampshire North Carolina Rhode Island Vermont 4
Adhesive DOT Listing State AC00+ Gold PE000+ T308+ Alabama Submitted Submitted Approved Alaska Project by Project Project by Project Project by Project Arizona No Criteria Submitted Submitted Arkansas Approved Submitted Approved California Submitted Submitted Approved Colorado Submitted Submitted Connecticut Approved Submitted Approved Delaware Project by Project Project by Project Project by Project Florida Approved Georgia No Criteria Approved Approved Hawaii Project by Project Project by Project Project by Project Idaho Project by Project Project by Project Project by Project Illinois Approved No Criteria No Criteria Indiana Approved Approved Approved Iowa Submitted Approved Approved Kansas Submitted Submitted Approved Kentucky Approved Submitted Submitted Louisiana Submitted Submitted Submitted Maine Approved Approved Approved Maryland Project by Project Project by Project Project by Project Massachusetts Michigan Approved Submitted Approved Minnesota Approved Submitted Approved Mississippi No Criteria Submitted Missouri Approved Submitted Approved Montana Project by Project Project by Project Project by Project Nebraska No Criteria Submitted Approved Nevada No Criteria Submitted Approved New Hampshire Submitted Approved New Jersey Project by Project Project by Project Project by Project New Mexico No Criteria Approved New York Approved Approved Approved North Carolina Submitted Submitted Approved North Dakota Project by Project Project by Project Project by Project Ohio Approved Approved Approved Oklahoma Project by Project Project by Project Project by Project Oregon Approved Approved Pennsylvania Approved Rhode Island Submitted Submitted Submitted South Carolina Project by Project Project by Project Project by Project South Dakota Project by Project Project by Project Project by Project Tennessee Approved Approved Approved Texas No Criteria Approved Approved Utah Approved Approved Vermont Approved Submitted Approved Virginia Approved Approved Approved Washington Approved Approved West Virginia Project by Project Project by Project Project by Project Wisconsin Approved No Criteria No Criteria Wyoming Submitted No Criteria No Criteria 5
PE000+ INSTALLATION SPECIFICATIONS Installation Specifications for Threaded Rod and Reinforcing Bar Dimension/Property Notation Units Nominal Anchor Size Threaded rod 3/8 /2 5/8 3/4 7/8 /4 Reinforcing bar #3 #4 #5 #6 #7 #8 #9 #0 Nominal anchor diameter d 0.375 (9.5) 0.500 (2.7) 0.625 (5.9) 0.750 (9.) 0.875 (22.2).000 (25.4).25 (28.6).250 (3.8).250 (3.8) Nominal diameter of drilled hole d o, (d bit) 7/6 ANSI 9/6 ANSI /6 ANSI 7/8 ANSI ANSI /8 ANSI 3/8 ANSI 3/8 ANSI /2 ANSI Minimum embedment h ef,min 23/8 (6) 23/4 (70) 3/8 (79) 3/2 (89) 3/2 (89) 4 (02) 4/2 (4) 5 (27) 5 (27) Maximum embedment h ef,max 4/2 (4) 6 (53) 7/2 (9) 9 (229) 0/2 (267) 2 (305) 3/2 (343) 5 (38) 5 (38) Minimum concrete member thickness h min h ef + /4 (h ef + 30) h ef + 2d o Minimum spacing distance s min 7/8 (48) 2/2 (64) 3/8 (80) 33/4 (95) 43/8 () 5 (27) 55/8 (43) 6/4 (59) 6/4 (59) Minimum edge distance c min 7/8 (48) 2/2 (64) 3/8 (80) 33/4 (95) 43/8 () 5 (27) 55/8 (43) 6/4 (59) 6/4 (59) Maximum torque (only possible after full cure time of adhesive) A307 Grade C carbon steel rod F593 Condition CW stainless steel rod or ASTM A93, Grade B7 carbon steel rod T max T max ft.lb. (Nm) ft.lb. (Nm) 0 (3) 6 (22) 25 (34) 33 (45) 50 (68) 60 (8) 90 (22) 05 (42) 25 (69) 25 (69) 65 (224) 65 (224) 280 (379) 280 (379) Effective cross sectional area of threaded rod A se 2 (mm 2 ) 0.078 (50) 0.42 (92) 0.226 (46) 0.335 (26) 0.462 (298) 0.606 (39) Effective cross sectional area of reinforcing bar A se 2 (mm 2 ) 0.0 (7) 0.200 (29) 0.30 (200) 0.440 (284) 0.600 (387) 0.790 (50).000 (645). For use with the design provisions of ACI 38 Appendix D and ICCES AC308 Appendix A, Section 3.3 and ESR2583. 0.969 (625).270 (89) Detail of Steel Hardware Elements used with Injection Adhesive System Threaded Rod or Rebar Threaded Rod and Deformed Reinforcing Bar Material Properties Steel Description (General) Carbon rod Stainless rod (Alloy 304 / 36) High strength carbon rod Grade 60 reinforcing bar Steel Specification (ASTM) A 307, Grade C or F 554 F 593, Condition CW A 93, Grade B7 A 65, A 706, A 767, or A 996 Diameter (inch) 3/8 through /4 3/8 through 5/8 3/4 through /4 3/8 through /4 3/8 through /4 (#3 through #0) Minimum Yield Strength, f y (ksi) 36.0 65.0 45.0 05.0 Minimum Ultimate Strength, f u (ksi) 58.0 00.0 85.0 25.0 60.0 90.0. ASTM A 36 carbon steel threaded rod specification is equivalent in listed properties. 6
PE000+ INSTALLATION INSTRUCTIONS (SOLID BASE MATERIALS) Drilling Hole Cleaning Blow 4x, Brush 4x, Blow 4x 4x 4x Drill a hole into the base material with a hammer drill tool to the size and embedment required by the selected steel hardware element (see reference tables on page 3). The tolerances of the carbide drill bit must meet the requirements of ANSI Standard B22.5. 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.) 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. supplied by Powers Fasteners) 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 /4" diameter and rebar sizes #7 to #0. A hand pump must not be used with these anchor sizes. 4x 4x 2b Determine brush diameter (see reference tables on page 6) for the drilled hole 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 four times (4x). A brush extension (supplied by Powers Fasteners) must be used for holes drilled deeper than the listed brush length. The wire brush diameter must be checked periodically during use. The brush must be replaced if it becomes worn (less than D min, reference hole cleaning equipment selection table) or does not come in 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 /4" diameter and rebar sizes #7 to #0. A hand pump must 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 4 F 95 F (5 C 40 C) when in use. 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. Always use a new mixing nozzle with new cartridges of adhesive; and for all work interruptions exceeding the published working time of the adhesive (reference gel time and curing time table). 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 red color. Do not attach a used nozzle when changing to a new cartridge. Review and note the published working and cure times (see reference tables on page 9) prior to injection of the mixed adhesive into the cleaned anchor hole. (Installation Instructions Continued on Following Page) 7
PE000+ INSTALLATION INSTRUCTIONS (CONTINUED) 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 depths greater than 7/2 an extension nozzle (3/8 dia.) must be used with the mixing nozzle. 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 /4" diameter and rebar sizes #6 to #0. 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. Air pockets are present when the threaded rod or rebar springs or air pockets burst during installation. In case of air pockets: remove rod or rebar, let the adhesive harden, redrill the hole and repeat the complete installation. Curing and Loading 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. For overhead applications the anchor must be secured from moving/falling during the cure time (e.g. wedges). Minor adjustments to the anchor may be performed during the gel time but the anchor shall not be moved after final placement and during cure. 9 Allow the adhesive anchor to cure to the specified full curing time prior to applying any load (reference gel time and curing time table). Do not disturb, torque or load the anchor until it is fully cured. 0 After full curing of the adhesive anchor, a fixture can be installed to the anchor and tightened up to the maximum torque (reference gel time and curing time table) by using a calibrated torque wrench. Take care not to exceed the maximum torque for the selected anchor. 8
PE000+ REFERENCE TABLES FOR INSTALLATION o F Gel (Working) Time and Curing Times Temperature of base material Gel (working) time o C 4 50 68 86 04 5 0 20 30 40 80 minutes 20 minutes 30 minutes 20 minutes 20 minutes It is recommended that the cartridge temperature when in use does not differ significantly from the temperature of the base material. Full curing time 50 hours 30 hours 0 hours 6 hours 4 hours Hole Cleaning Equipment Selection Table for PE000+ 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 3/8 /2 5/8 3/4 7/8 /4 #3 #4 #5 #6 #7 #8 #9 #0 7/6 9/6 /6 7/8 /8 3/8 /2 0.475 0.600 0.735 0.920.045.75.425.550 63/4 63/4 77/8 77/8 7/8 7/8 7/8 7/8 08284 08285 08286 08287 08288 08289 08290 0829 Handpump Cat. #08280 or compressed air nozzle (m 90 psi) Compressed air nozzle only (m 90 psi) Cat. #08292 4x blowing 4x brushing 4x 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. 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 08300 7/8 #7 0830 #8 /8 /8 08303 /4 #9 3/8 3/8 08305 #0 /2 /2 08309 A plastic extension tube (3/8 dia., Cat# 0828) must be used with piston plugs. 9
PE000+ SD PERFORMANCE DATA Design Information for Threaded Rod and Reinforcing Bar in NormalWeight Concrete (For use with load combinations taken from ACI 38 Section 9.2),2 Design Characteristic Notation Units Nominal Anchor Size 3/8 /2 5/8 3/4 7/8 /4 #3 #4 #5 #6 #7 #8 #9 #0 Minimum embedment h ef,min 23/8 (60) 23/4 (70) 3/8 (79) 3/2 (89) 3/2 (89) 4 (02) 4/2 (4) 5 (27) STEEL STRENGTH IN TENSION Effective cross sectional area of threaded rod A se 2 (mm 2 ) 0.078 (50) 0.42 (92) 0.226 (46) 0.335 (26) 0.462 (289) 0.606 (39) 0.969 (625) Carbon rod (ASTM A 307, Grade C or F 554) N sa lb 4,525 (20.) 8,235 (36.6) 3,0 (58.3) 9,430 (86.4) 26,795 (9.2) 35,50 (56.3) 56,200 (250.0) Steel Stainless steel rod alloy 304/36 N lb 7,800 4,200 22,600 28,475 39,270 5,50 82,365 sa strength in (ASTM F 593, Condition CW) (34.7) (63.2) (00.5) (26.7) (74.7) (229.) (366.4) tension High strength carbon rod N lb 9,360 7,040 27,20 40,200 55,440 72,720 6,280 (ASTM A 93, Grade B7) sa (4.6) (75.8) (20.6) (78.8) (246.6) (323.5) (57.2) Effective cross sectional area of reinforcing bar A se 2 (mm 2 ) 0.0 (7) 0.200 (29) 0.30 (200) 0.440 (284) 0.600 (387) 0.790 (50).000 (645).270 (89) Steel strength in tension, Grade 60 reinforcing bars N sa lb 9,900 (44.0) 8,000 (80.) 27,900 (24.) 39,600 (76.) 54,000 (240.2) 7,00 (36.3) 90,000 (400.3) 4,300 (508.4) Reduction factor for steel strength ø 0.75 (0.65 for ASM F593 Stainless) CONCRETE BREAKOUT STRENGTH IN TENSION Effectiveness factor for uncracked concrete k c,cr Not 7 7 7 7 Not Not Not Applicable (7.) (7.) (7.) (7.) Applicable Applicable Applicable Effectiveness factor for uncracked concrete k c,uncr 24 24 24 24 24 24 24 24 Modification factor for uncracked concrete c,n For all design cases use c,n =.0 Critical edge distance c ac.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 = 04 o F (40 o C) Reduction factor for bond strength ød 0.65 Characteristic bond strength, psi 930 765 72 37 N/A 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 2,049,925,836,765,708,659,68,582 uncracked concrete (2,500 psi) x k,uncr (N/mm 2 ) (4.) (3.3) (2.7) (2.2) (.8) (.4) (.2) (0.9) Water Reduction factor for bond strength øws 0.55 0.55 0.55 0.45 0.45 0.45 0.45 0.45 saturated concrete Additional factor for water saturated concrete condition l ws.0.0.0.0.0.0 0.99 0.97 Reduction factor for bond strength øwf 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 Waterfilled hole Additional factor for waterfilled 0.89 0.80 0.73 0.68 0.63 0.60 0.55 hole condition l wf 0.57 BOND STRENGTH IN TENSION FOR TEMPERATURE RANGE B 4,5,6 Maximum long term temperature = 40 o F (60 o C), Maximum short term temperature = 0 o F (43 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,26 (7.8) 52 (3.5),059 (7.3) 42 (2.9),009 (7.0) 392 (2.7) 97 (6.7) 0.65 369 (2.5) 939 (6.5) 92 (6.3) 870 (6.0).0.0.0.0.0.0 0.99 0.97 0.89 0.80 0.73 0.68 0.63 0.60 0.57 0.55. The data in this table is intended to be used together with the design provisions of ACI 38 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR2583. 2. 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 ESR2583. 3. For ductility of steel anchor elements see ESR2583. 4. 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 62 F (72 C) provided the tabulated characteristic bond strengths are reduced by 0 percent. N/A N/A N/A 890 (6.) 0.55 0.55 0.55 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 N/A 0
SD PERFORMANCE DATA Design Information for Threaded Rod and Reinforcing Bar in NormalWeight Concrete (For use with load combinations taken from ACI 38 Section 9.2),2 Design Characteristic Minimum embedment Steel strength in shear Steel strength in shear, Grade 60 reinforcing bar Standard carbon rod (ASTM A 307, Grade C) Stainless steel rod alloy 304/36 (ASTM F 593, Condition CW) High strength carbon rod (ASTM A 93, Grade B7) Reduction factor for steel strength Notation Units 3/8 #3 /2 #2 h 23/8 23/4 ef,min (60) (70) STEEL STRENGTH IN SHEAR V lb 2,75 4,940 sa (2.) (22.0) V lb 4,680 8,520 sa (20.8) (37.9) V lb 5,65 0,225 sa (25.0) (45.5) V lb 5,940 0,800 sa (26.4) (48.0) ø. The data in this table is intended to be used together with the design provisions of ACI 38 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR2583. 2. 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 ESR2583. 5/8 #5 3/8 (79) 7,865 (35.0) 3,560 (60.3) 6,270 (72.4) 6,70 (74.5) Nominal Anchor Size CONCRETE BREAKOUT STRENGTH IN SHEAR Load bearing length of anchor l e h ef or 8d whichever is less Reduction factor for concrete breakout strength ø 0.70 (Condition B) 3/4 #6 3/2 (89),660 (5.9) 7,085 (76.0) 24,20 (07.3) 23,760 (05.7) 7/8 #7 3/2 (89) 6,075 (7.5) 23,560 (04.8) 33,265 (48.0) 32,400 (44.) #8 4 (02) 2,090 (93.8) 30,905 (37.5) 43,630 (94.) 42,660 (89.8) 0.65 (0.60 for ASTM F 593 Stainless) PRYOUT STRENGTH IN SHEAR Coefficient for pryout strength Reduction factor for pryout strength k cp,uncr ø.0 for h ef < 2.5, 2.0 for h ef > 2.5 0.70 (Condition B) BOND STRENGTH DETERMINATION #9 4/2 (4) 54,000 (240.2) Concrete State Hole Drilling Method Installation Conditions 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 Dry concrete x k,cr ø d Cracked concrete Hammer drill Watersaturated concrete x k,cr l ws ø ws Waterfilled hole x k,cr 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) 0.2 /4 #0 5 (27) 33,720 (50.0) 49,420 (29.8) 69,770 (30.3) 68,580 (305.0)
Factored Design Strength (øn n and øv n ) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex A:. 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 a 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.5 times c a. 2. Calculations were performed according to ACI 3805 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 were based on ACI 38 Section 9.2 for load combinations. Condition B was assumed. 4. Strength reduction factors (ø) 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 PE000+ Installed into Uncracked 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 = 04 F (40 C) Nominal Rod/Rebar Size ( or #) 3/8 or #3 /2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 or #8 #9 /4 #0 Legend Embed. Depth h ef () Concrete Breakout Strength Minimum Concrete Compressive Strength, f'c (psi) 2,500 3,000 4,000 6,000 8,000 Bond Strength/Pryout Strength 2 3/8 2,855,860 3,25 2,035 3,60 2,350 4,40 2,880 4,285 3,325 3 4,055 2,565 4,440 2,80 4,980 3,245 5,230 3,975 5,40 4,590 4 /2 7,060 4,255 7,25 4,660 7,470 5,380 7,845 6,590 8,20 7,60 2 3/4 3,555 2,480 3,895 2,75 4,500 3,35 5,50 3,840 6,220 4,435 4 6,240 4,230 6,835 4,630 7,895 5,350 8,735 6,550 9,045 7,565 6,465 7,50 2,060 7,835 2,485 9,045 3,05,080 3,565 2,795 3 /8 4,30 3,260 4,720 3,570 5,450 4,25 6,675 5,050 7,70 5,830 5 8,720 6,420 9,555 7,030,030 8,20 8,735 9,945 3,470,480 7 /2 6,020 0,945 7,550,990 8,595 3,840 3,05 6,955 20,205 9,575 3 /2 5,05 4,350 5,595 4,765 6,460 5,500 7,90 6,740 9,35 7,780 6,465 9,365 2,560 0,255 4,500,845 7,760 4,505 8,650 6,750 9 2,060 5,905 23,070 7,425 25,740 20,20 27,025 24,640 27,970 28,455 3 /2 5,05 4,770 5,595 5,225 6,460 6,035 7,90 7,395 9,35 8,535 7 4,445 2,685 5,825 3,895 8,275 6,045 22,380 9,650 24,565 22,690 0 /2 26,540 2,580 29,070 23,640 33,570 27,295 35,595 33,430 36,845 38,600 4 6,240 6,95 6,835 6,790 7,895 7,840 9,665 9,600,60,085 8 7,650 6,50 9,335 8,085 22,325 20,885 27,340 25,580 3,60 29,535 2 32,425 28,5 35,520 30,795 4,05 35,560 45,55 43,555 46,740 50,290 4 /2 7,445 8,090 8,55 8,860 9,420 0,230,535 2,530 3,320 4,465 9 2,060 2,295 23,070 23,325 26,640 26,935 32,625 32,985 37,675 38,090 3 /2 38,690 36,065 42,380 39,50 48,940 45,620 55,740 55,875 57,695 64,55 5 8,720 9,605 9,555 0,525,030 2,50 3,50 4,880 5,600 7,85 0 24,665 25,670 27,020 28,25 3,200 32,475 38,20 39,770 44,25 45,925 5 45,35 43,775 49,640 47,950 57,320 55,370 67,280 67,80 69,645 78,305 5 8,720 9,95 9,555 0,860,030 2,545 3,50 5,360 5,600 7,740 0 24,665 26,75 27,020 28,675 3,200 33,0 38,20 40,550 44,25 46,825 5 45,35 44,390 49,640 48,625 57,320 56,50 67,280 68,765 69,645 79,405 2
Factored Design Strength (øn n and øv n ) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex A Cont. (Notes continued from previous page) 5. Tabular values are permitted for static loads only, seismic loading is not permitted 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 4.4 and ESR2583. 6. Tabular values are not permitted for anchors subjected to tension resulting from sustained loading. Please see ICCES AC308 Annex A, Section 3.3 and ESR2583 for supplemental 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 3805 Appendix D. 8. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths, please see ACI 3805 Appendix D, ICCES AC308 Annex A, Section 3.3 and information included in this product supplement. For other design conditions please see ACI 3805 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR2583 9. 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 of Steel Elements (Steel Strength) Nominal Rod/Rebar Size ( or No.) Steel Elements Threaded Rod and Reinforcing Bar A 307, Grade C or F 554 F 593, CW (SS) A 93, Grade B7 Grade 60 Rebar (lbs (lbs (lbs 3/8 or #3 3,395,765 5,850 3,040 7,35 3,805 7,425 3,860 /2 or #4 6,75 3,20 0,650 5,540 3,35 6,925 3,500 7,020 5/8 or #5 9,830 5,0 6,950 8,85 2,90,020 20,925 0,880 3/4 or #6 4,575 7,580 2,355,05 3,405 6,330 29,700 5,455 7/8 or #7 20,095 0,450 29,455 5,35 43,35 22,525 40,500 2,060 or #8 26,360 3,70 38,635 20,090 56,85 29,545 53,325 27,730 #9 67,500 35,00 /4 42,50 2,920 6,775 32,90 90,845 47,240 #0 85,725 44,575 Legend Steel Strength 3
Factored Design Strength (øn n and øv n ) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex B:. 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 a 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.5 times c a. 2. Calculations were performed according to ACI 3805 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 were based on ACI 38 Section 9.2 for load combinations. Condition B was assumed. 4. Strength reduction factors (ø) 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 PE000+ Installed into Uncracked Concrete in Dry Hole Condition for Temperature Range B (Bond or Concrete Strength) Maximum long term temperature = 0 F (43 C), Maximum short term temperature = 40 F (60 C) Nominal Rod/Rebar Size ( or #) 3/8 or #3 /2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 or #8 #9 /4 #0 Legend Embed. Depth h ef () Minimum Concrete Compressive Strength, f' c (psi) 2,500 3,000 4,000 6,000 8,000 Concrete Breakout Strength Bond Strength/Pryout Strength 2 3/8 2,050,860 2,095 2,035 2,65 2,335 2,275 2,450 2,355 2,535 3 2,585 2,565 2,645 2,80 2,735 3,245 2,875 3,975 2,975 4,590 4 /2 3,880 4,255 3,965 4,660 4,05 5,380 4,30 6,590 4,460 7,60 2 3/4 2,975 2,480 3,040 2,75 3,45 3,35 3,305 3,840 3,420 4,435 4 4,325 4,230 4,420 4,630 4,575 5,350 4,805 6,550 4,975 7,565 6 6,490 7,50 6,630 7,835 6,865 9,045 7,205,080 7,460 2,795 3 /8 4,025 3,260 4,5 3,570 4,260 4,25 4,470 5,050 4,625 5,830 5 6,440 6,420 6,580 7,030 6,80 8,20 7,50 9,945 7,405,480 7 /2 9,660 0,945 9,870,990 0,220 3,840 0,730 6,955,05 9,575 3 /2 5,05 4,350 5,320 4,765 5,505 5,500 5,780 6,740 5,985 7,780 6 8,925 9,365 9,20 0,255 9,440,845 9,90 4,505 0,260 6,750 9 3,385 5,905 3,680 7,425 4,60 20,20 4,865 24,640 5,390 28,455 3 /2 5,05 4,770 5,595 5,225 6,25 6,035 6,525 7,395 6,750 8,535 7,745 2,685 2,005 3,895 2,425 6,045 3,045 9,650 3,505 22,690 0 /2 7,65 2,580 8,005 23,640 8,640 27,295 9,570 33,430 20,255 38,600 4 6,240 6,95 6,835 6,790 7,880 7,840 8,275 9,600 8,565,085 8 4,900 6,50 5,230 8,085 5,765 20,885 6,550 25,580 7,30 29,535 2 22,350 28,5 22,840 30,795 23,645 35,560 24,825 43,555 25,695 50,290 4 /2 7,445 8,090 8,55 8,860 9,420 0,230 0,220 2,530 0,580 4,465 9 8,400 2,295 8,80 23,325 9,470 26,935 20,440 32,985 2,60 38,090 3 /2 27,600 36,065 28,20 39,50 29,205 45,620 30,660 55,875 3,735 64,55 5 8,720 9,605 9,555 0,525,030 2,50 2,335 4,880 2,765 7,85 0 22,205 25,670 22,700 28,25 23,495 32,475 24,665 39,770 25,535 45,925 5 33,30 43,775 34,050 47,950 35,245 55,370 37,000 67,80 38,300 78,305 5 8,720 9,95 9,555 0,860,030 2,545 2,335 5,360 2,765 7,740 0 22,205 26,75 22,700 28,675 23,495 33,0 24,665 40,550 25,535 46,825 5 33,30 44,390 34,050 48,625 35,245 56,50 37,000 68,765 38,300 79,405 4
Factored Design Strength (øn n and øv n ) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex B Cont. (Notes continued from previous page) 5. Tabular values are permitted for static loads only, seismic loading is not permitted 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 4.4 and ESR2583. 6. Tabular values are not permitted for anchors subjected to tension resulting from sustained loading. Please see ICCES AC308 Annex A, Section 3.3 and ESR2583 for supplemental 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 3805 Appendix D. 8. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths, please see ACI 3805 Appendix D, ICCES AC308 Annex A, Section 3.3 and information included in this product supplement. For other design conditions please see ACI 3805 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR2583 9. 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 of Steel Elements (Steel Strength) Nominal Rod/Rebar Size ( or #) Steel Elements Threaded Rod and Reinforcing Bar A 307, Grade C or F 554 F 593 (SS), CW A 93, Grade B7 Grade 60 Rebar 3/8 or #3 3,395,765 5,850 3,040 7,35 3,805 7,425 3,860 /2 or #4 6,75 3,20 0,650 5,540 3,35 6,925 3,500 7,020 5/8 or #5 9,830 5,0 6,950 8,85 2,90,020 20,925 0,880 3/4 or #6 4,575 7,580 2,355,05 3,405 6,330 29,700 5,455 7/8 or #7 20,095 0,450 29,455 5,35 43,35 22,525 40,500 2,060 or #8 26,360 3,70 38,635 20,090 56,85 29,545 53,325 27,730 #9 67,500 35,00 /4 42,50 2,920 6,775 32,90 90,845 47,240 #0 85,725 44,575 Legend Steel Strength 5
Factored Design Strength (øn n and øv n ) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex A:. 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 a 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.5 times c a. 2. Calculations were performed according to ACI 3805 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 were based on ACI 38 Section 9.2 for load combinations. Condition B was assumed. 4. Strength reduction factors (ø) 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 PE000+ 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 = 04 F (40 C) Nominal Rod/Rebar Size ( or #) /2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 Legend Embed. Depth h ef () Minimum Concrete Compressive Strength, f' c (psi) 2,500 3,000 4,000 6,000 8,000 Concrete Breakout Strength Bond Strength/Pryout Strenth 2 3/4 2,520,770 2,670,940 2,765 2,240 2,900 2,740 3,000 3,65 4 3,800 3,020 3,880 3,30 4,020 3,820 4,220 4,680 4,365 5,405 6 5,695 5,0 5,825 5,595 6,030 6,460 6,330 7,95 6,550 9,40 3 /8 3,050 2,330 3,20 2,550 3,230 2,945 3,390 3,60 3,50 4,65 5 4,880 4,585 4,990 5,020 5,65 5,800 5,425 7,00 5,65 8,200 7 /2 7,325 7,85 7,485 8,565 7,745 9,885 8,35 2,0 8,420 3,985 3 /2 3,620 3,05 3,900 3,405 4,040 3,930 4,240 4,85 4,390 5,555 6 6,545 6,690 6,685 7,325 6,920 8,460 7,265 0,360 7,525,965 9 9,85,360 0,030 2,445 0,385 4,370 0,900 7,600,285 20,325 3 /2 3,620 3,40 3,965 3,735 4,440 4,30 4,660 5,280 4,825 6,095 7 8,395 9,060 8,580 9,925 8,880,460 9,320 4,035 9,650 6,20 0 /2 2,590 5,45 2,865 6,885 3,320 9,495 3,985 23,880 4,475 27,570 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 554 F 593, CW (SS) A 93, Grade B7 Grade 60 Rebar /2 or #4 6,75 3,20 9,330 5,540 3,35 6,925 3,500 7,020 5/8 or #5 9,830 5,0 4,690 8,85 2,90,020 20,925 0,880 3/4 or #6 4,575 7,580 8,50,05 3,405 6,330 29,700 5,455 7/8 or #7 20,095 0,450 25,55 5,35 43,35 22,525 40,500 2,060 Legend Steel Strength 6
Factored Design Strength (øn n and øv n ) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex B: (Notes continued from previous page) 5. Tabular values are permitted for static loads only, seismic loading is not permitted 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 4.4 and ESR2583. 6. Tabular values are not permitted for anchors subjected to tension resulting from sustained loading. Please see ICCES AC308 Annex A, Section 3.3 and ESR2583 for supplemental 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 3805 Appendix D. 8. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths, please see ACI 3805 Appendix D, ICCES AC308 Annex A, Section 3.3 and information included in this product supplement. For other design conditions please see ACI 3805 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR2583. 9. 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 PE000+ Installed into Cracked Concrete in Dry Hole Condition for Temperature Range B (Bond or Concrete Strength) Maximum long term temperature = 0 F (43 C), Maximum short term temperature = 40 F (60 C) Nominal Rod/Rebar Size ( or #) /2 or #4 Embed. Depth h ef () Minimum Concrete Compressive Strength, f' c (psi) 2,500 3,000 4,000 6,000 8,000 2 3/4,440,770,470,940,520 2,240,595 2,740,655 3,65 4 2,090 3,020 2,35 3,30 2,20 3,820 2,325 4,680 2,405 5,80 6 3,35 5,0 3,205 5,595 3,320 6,460 2,485 7,505 3,605 7,770 3 /8,680 2,330,75 2,550,775 2,945,865 3,60,930 4,60 5/8 or #5 5 2,685 4,585 2,745 5,020 2,840 5,800 2,985 6,425 3,090 6,655 7 /2 4,030 7,85 4,20 8,565 4,265 9,85 4,475 9,640 4,635 9,980 3 /2 2,00 3,05 2,50 3,405 2,225 3,930 2,335 4,85 2,45 5,205 3/4 or #6 6 3,600 6,690 3,680 7,325 3,80 8,20 4,000 8,620 4,40 8,290 9 5,405,360 5,525,895 5,75 2,35 6,000 2,925 6,25 3,380 3 /2 2,30 3,40 2,360 3,735 2,440 4,30 2,565 5,280 2,655 5,75 7/8 or #7 7 4,65 9,060 4,75 9,925 4,885 0,55 5,25,040 5,305,430 0 /2 6,925 4,90 7,075 5,240 7,325 5,775 7,690 6,565 7,960 7,45 Legend Concrete Breakout Strength Bond Strength/Pryout Strenth 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 554 F 593, (SS), CW A 93, Grade B7 Grade 60 Rebar /2 or #4 6,75 3,20 9,330 5,540 3,35 6,925 3,500 7,020 5/8 or #5 9,830 5,0 4,690 8,85 2,90,020 20,925 0,880 3/4 or #6 4,575 7,580 8,50,05 3,405 6,330 29,700 5,455 7/8 or #7 20,095 0,450 25,55 5,35 43,35 22,525 40,500 2,060 Legend Steel Strength 7
8 ASD PERFORMANCE DATA. Allowable load capacities listed are calculated using an applied safety factor of 4.0. Consideration of safety factors of 0 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 thickness is 2.7 times the applicable embedment depth. 4. The tabulated load values are for dry concrete. Holes must be drilled with a hammer drill and an ANSI carbide drill bit. Installation 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. 6. Allowable bond strength/concrete capacity must be checked against allowable steel strength in tension to determine the controlling allowable load. Allowable shear capacity is controlled by allowable steel strength for the given conditions. Allowable Load Capacities for PE000+ Installed into Uncracked NormalWeight Concrete with Threaded Rod and Reinforcing Bar (Based on Bond Strength/Concrete Capacity),2,3,4,5,6 Nominal Rod or Rebar Size ( or #) 3/8 or #3 /2 or #4 5/8 or #5 3/4 or #6 7/8 or #7 or #8 #9 /4 #0 Minimum Embedment Depth () 23/8 (60.3) 3/2 (88.9) 4/2 (4.3) 23/4 (69.8) 43/8 (.) 6 (52.4) 3/8 (79.3) 5/4 (33.4) 7/2 (90.5) 3/2 (88.9) 6/4 (58.8) 9 (228.6) 3/2 (88.9) 7 (77.8) 0/2 (266.7) 4 (0.6) 8 (203.2) 2 (304.8) 4/2 (4.3) 9 (228.6) 3/2 (342.9) 5 (27) 0 (254) 5 (38) 5 (27) 0 (254) 5 (38) 3,000 psi (20.7 MPa),25 (5.4),785 (7.9) 2,290 (0.),770 (7.9) 2,820 (2.5) 3,870 (7.2) 2,400 (0.7) 4,030 (7.9) 5,755 (25.6) 2,850 (2.7) 5,45 (24.) 7,980 (35.5) 2,850 (2.7) 6,665 (29.6) 0,475 (46.6) 3,480 (5.5) 8,395 (37.3) 3,305 (59.2) 4,55 (8.5) 0,295 (45.8) 6,435 (73.) 4,870 (2.7) 2,360 (55.0) 9,850 (88.3) 4,870 (2.7) 2,360 (55.0) 9,850 (88.3) Minimum Concrete Compressive Strength, (f'c) 4,000 psi (27.6 MPa),260 (5.6),850 (8.2) 2,370 (0.5),830 (8.) 2,920 (3.0) 4,005 (7.8) 2,485 (.0) 4,70 (8.5) 5,955 (26.5) 2,950 (3.) 5,605 (24.9) 8,260 (36.7) 2,950 (3.) 6,900 (30.7) 0,845 (48.2) 3,600 (6.0) 8,685 (38.6) 3,770 (6.3) 4,300 (9.) 0,655 (47.4) 7,00 (75.7) 5,040 (22.4) 2,795 (56.9) 20,545 (9.4) 5,040 (22.4) 2,795 (56.9) 20,545 (9.4) (lbs) 5,000 psi (34.5 MPa),290 (5.7),895 (8.4) 2,435 (0.8),880 (8.4) 3,000 (3.3) 4,5 (8.3) 2,550 (.3) 4,285 (9.) 6,20 (27.2) 3030 (3.5) 5,760 (25.6) 8,485 (37.7) 3030 (3.5) 7,085 (3.5),35 (49.5) 3,700 (6.5) 8,925 (39.7) 4,45 (62.9) 4,420 (9.7) 0,950 (48.7) 7,475 (77.7) 5,80 (23.0) 3,45 (58.5) 2,05 (93.9) 5,80 (23.0) 3,45 (58.5) 2,05 (93.9) 6,000 psi (4.4 MPa),320 (5.8),940 (8.6) 2,490 (.),925 (8.6) 3,065 (3.6) 4,205 (8.7) 2,60 (.6) 4,380 (9.5) 6,255 (27.8) 3,095 (3.8) 5,885 (26.2) 8,670 (38.6) 3,095 (3.8) 7,240 (32.2),385 (50.6) 3,780 (6.8) 9,20 (40.6) 4,460 (64.3) 4,55 (20.),90 (49.8) 7,860 (79.4) 5,290 (23.5) 3,430 (59.7) 2,570 (96.0) 5,290 (23.5) 3,430 (59.7) 2,570 (96.0)
ASD PERFORMANCE DATA. Allowable load capacities listed are calculated for the steel element type. Consideration of applying additional safety factors may be necessary depending on the application, such as life safety or overhead. 2. The tabulated load values are applicable to single anchors at critical edge and spacing distances and where the minimum member thickness is 2.7 times the embedment depth. 3. The tabulated load values are for dry concrete. Holes must be drilled with a hammer drill and an ANSI carbide drill bit. Installation in wet concrete or in waterfilled holes may require a reduction in capacity. Contact Powers Fasteners for more information concerning these installation conditions. 4. Allowable shear capacity is controlled by steel strength for the given conditions. 5. Allowable bond strength/concrete capacity must be checked against allowable steel strength in tension to determine the controlling allowable load. Allowable Load Capacities for PE000+ Installed into Uncracked NormalWeight Concrete with Threaded Rod and Reinforcing Bar (Based on Steel Strength),2,3,4,5,6 Steel Elements Nominal Rod or Rebar Size ( or #) A307, Grade C or F 554 A 93, Grade B7 F 593 SS, CW Grade 60 Rebar (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) (lbs) 3/8 or #3,480 (6.6) 760 (3.4) 3,075 (3.7),585 (7.0) 2,560 (.4),35 (5.8) 2,650 (.8),320 (5.9) /2 or #4 2,720 (2.),395 (6.2) 5,640 (25.) 2,900 (2.9) 4,675 (20.8) 2,40 (0.7 4,695 (20.9) 2,345 (0.4) 5/8 or #5 4,35 (9.2) 2,225 (9.9) 8,965 (39.9) 4,625 (20.6) 7,460 (33.2) 3,845 (7.) 7,350 (32.7) 3,670 (6.3) 3/4 or #6 6,405 (28.5) 3,295 (4.6) 3,285 (59.0) 6,845 (30.4) 9,440 (42.0) 4,865 (2.6) 0,565 (47.0) 5,285 (23.5) 7/8 or #7 8,830 (39.3) 4,550 (20.2) 8,340 (8.6) 9,445 (42.0) 3,035 (58.0) 6,75 (29.9) 4,385 (64.0) 7,95 (32.0) or #8,600 (5.6) 5,970 (26.6) 24,050 (07.0) 2,395 (55.) 7,05 (76.) 8,80 (39.2) 8,790 (83.6) 9,595 (42.7) #9 23,780 (05.8),890 (52.9) /4 8,545 (82.5) 9,555 (42.5) 38,495 (7.2) 9,830 (88.2) 27,355 (2.7) 4,095 (62.7) #0 29,360 (30.6) 4,680 (65.3) o F InService Temperature Chart for Allowable Load Capacities Base Material Temperature Bond Strength Reduction Factor for Temperature o C 4 50 68 86 5 0 20 30.00.00.00 0.97 04 40 0.85 0 43 0.82 22 50 0.76 40 60 0.69 It is recommended that the cartridge temperature when in use does not differ significantly from the temperature of the base material. 9
PE000+ MASONRY PERFORMANCE DATA Load Capacities for Threaded Rod Installed with PE000+ into the Block Face of GroutFilled Concrete Masonry Walls,2 Rod Diameter d. 3/8 (9.5) /2 (2.7) 5/8 (5.9) Drill Diameter dbit 7/6 9/6 /6 Minimum Embedment Depth 3 (76.2) 4 (0.6) 5 (27.0) Minimum Edge Distance 2/2 (63.5) 3 (76.2) 33/4 (95.3) Minimum End Distance 2/2 (63.5) 3 (76.2) 4 (0.6) lbs. 3,350 (4.9) 4,575 (20.3) 6,900 (30.7) Ultimate Load 3 lbs. 2,00 (9.3) 4,575 (20.3) 6,900 (30.7) Allowable Load lbs. 670 (2.9) 95 (4.),380 (6.) lbs. 420 (.9) 50 (2.3),055 (4.7). Tabulated load values are for anchors installed in minimum 8" wide, minimum Grade N, Type ll, lightweight, mediumweight or normalweight concrete masonry units conforming to ASTM C 90 that have reached a designated minimum compressive strength at the time of installation (f m,500psi). Mortar must be type N, S or M. 2. Anchor installations are limited to one per masonry cell. loads may be applied in any direction. 3. The values listed are ultimate load capacities which should be reduced by a minimum safety factor of 5.0 or greater to determine the allowable working load. Consideration of safety factors of 0 or higher may be necessary depending on the application, such as life safety. Load Capacities for Threaded Rod Installed with PE000+ into the Top of GroutFilled Concrete Masonry Walls,2 Rod Diameter d. /2 (2.7) 5/8 (5.9) Drill Diameter dbit 9/6 /6 Minimum Embedment Depth 6 (52.4) 8 (203.2) Minimum Edge Distance 3/4 (44.5) 3/4 (44.5) Minimum End Distance 3 (76.2) 4 (0.6) lbs. 5,950 (26.4) 9,450 (42.0) Ultimate Load 3 lbs.,450 (6.5),700 (7.5) Allowable Load lbs.,90 (5.3),890 (8.4) lbs. 290 (.3) 340 (.4). Tabulated load values are for anchors installed in a minimum Grade N, Type ll, lightweight, mediumweight or normalweight masonry units conforming to ASTM C 90 that have reached a designated minimum compressive strength at the time of installation (f m,500psi). Mortar must be type N, S or M. 2. Anchor installations are limited to one per masonry cell. loads may be applied in any direction. 3. The values listed are ultimate load capacities which should be reduced by a minimum safety factor of 5.0 or greater to determine the allowable working load. Consideration of safety factors of 0 or higher may be necessary depending on the application, such as life safety. Minimum End Distance (Typ) Minimum Edge Distance (Typ) Minimum End Distance (Typ) Minimum Edge Distance (Typ) Grout Filled CMU (Typ) FACE SHELL Permissable Anchor Locations Unhatched Area / Through Face Shell TOP OF WALL 20
ORDERING INFORMATION PE000+ Cartridge System Cat No. Description Std. Ctn. Pallet 0500SD PE000+ 3 fl. oz. dual cartridge w/mixing nozzle and extension tube 2 540 0502SD PE000+ 20 fl. oz. dual cartridge w/mixing nozzle and extension tube 2 540 Extra Mixing Nozzles Cat No. Description 08294 Extra mixing nozzle (with an 8" extension) for PE000+ 0828 Mixing nozzle extension 8" minimum Dispensing Tools for Injection Adhesive Std. Pack/Box Std. Carton 2 24 2 24 Cat No. 08295 08298 08298C 08497SD Description 3 fl. oz. manual dispenser 3 & 20 fl. oz. manual dispenser 3 & 20 fl. oz. high performance manual tool 20 fl. oz. pneumatic tool Std. Box Std. Carton 2 6 Hole Cleaning Tools and Accessories Cat No. 08284 08285 08286 08287 08288 08289 08290 0829 08283 08296 08282 08280 08292 08465 08466 52073 Description Wire brush for 7/6" ANSI hole (3/8" rod or #3 rebar), 63/4" length Wire brush for 9/6" ANSI hole (/2" rod or #4 rebar), 63/4" length Wire brush for /6" ANSI hole (5/8" rod or #5 rebar), 77/8" length Wire brush for 7/8" ANSI hole (3/4" rod or #6 rebar), 77/8" length Wire brush for " ANSI hole (7/8" rod or #7 rebar), 7/8" length Wire brush for /8" ANSI hole (" rod or #8 rebar), 7/8" length Wire brush for 3/8" ANSI hole (/4" rod or #9 rebar), 7/8" length Wire brush for /2" ANSI hole ( #0 rebar), 7/8" length SDSplus adapter for steel brushes Standard drill adapter for steel brushes (e.g. Jacobs Chuck) Steel brush extension, 2" length Hand pump/dust blower (25 fl. oz. cylinder volume) Air compressor nozzle with extension, 8" length Adjustable torque wrench with /2 square drive (0 to 50 ft.lbs.) Adjustable torque wrench with /2 square drive (25 to 250 ft.lbs.) Adhesive cleaning kit, includes 4 wire brushes (08284, 08285, 08286, 08287), steel brush extension (08282), SDSplus adapter (08283), standard drill adapter (08296), hand pump/dust blower (08280), gloves and safety glasses Std. Pkg. 2
22 Notes
Submittal Request 23
P O W E R S B R A N C H I N F O R M A T I O N POWERS FASTENERS BRANCH INFORMATION USA LOCATIONS CITY ADDRESS CONTACT PHONE FAX Alabama 5405 Buford Hwy Suite 40 Norcross, GA 30073984 Jeff Hatchett 2055206044 6789669242 Atlanta 5405 Buford Hwy Suite 40 Norcross, GA 30073984 Robert Brito 6789660000 6789669242 Boston 2 Powers Lane, Brewster, NY 0509 Jack Armour 8005243244 945766483 Charlotte 349 L West Tremont Avenue, Charlotte, NC 28203 Bob Aurisy 704375502 704376557 Chicago 2472 Wisconsin Avenue, Downers Grove, IL 6055 Dan Gilligan 630960356 630960392 Dallas 0625 King Williams Drive, Dallas, TX 75220 Kyle Thuenemann 9725069258 9725069290 Denver 2475 West Second Street #35, Denver, CO 80223 Aaron Minnis 3039229202 3039229228 Detroit 2600 Wyoming Avenue, Oak Park, MI 48237 Glen Gaskill 2485438600 248543860 Florida 9208 Palm River Road, Bldg. 3, Suite 305, Tampa, FL 3369 Mark Mamula 836264500 836264545 Houston 3833 North Promenade, Suite 00, Stafford, TX 77477 Chris Salisbury 2849035 28490367 Indianapolis 5290 Stony Creek Way, Noblesville, IN 46060 Bill Trainor 37773668 37773690 Kansas City / St Louis 76 East 6th Avenue, North Kansas City, MO 646 Don James, Jr. 864725038 864725040 Los Angeles 276 Dow Avenue, Tustin, CA 92780 Jack Stewart 74732500 74732566 Maryland 337B Pennsy Drive, Landover, MD 20785 Chris Van Syckle 30773722 303459 Milwaukee 2020 W. Feerick Street, Milwaukee, WI 53222 Donn Raduenz 444662400 444663993 Minneapolis 35 Wilson Street, NE Minneapolis, MN 5543 Rick Gruye 62333756 62333549 Nashville/Memphis 22 Blanton Avenue, Nashville, TN 3720 Ira Liss 652482667 652482676 New Orleans 02 Sampson Street, Houston, TX 77003 Cal Zenor 73228524 73228528 New York 2 Powers Lane, Brewster, NY 0509 John Partridge 942356300 945766483 Philadelphia 2 Powers Lane, Brewster, NY 0509 Greg Stephenson 8005243244 945766483 Phoenix 3602 E. Southern Ave, Suite 5 Phoenix, AZ 85040 Craig Hering 602438024 602438027 Pittsburgh 360 Island Avenue, Mckees Rocks, PA 536 Bill Dugan 4277300 42779858 Portland 29 South Kenyon, Seattle, WA 9808 Jim Swink 3606086845 206762587 Rochester 40 Harrison Street, Rochester, NY 4605 Mike Kolstad 5852882080 5852888732 Salt Lake City 222 SW Temple #20, Salt Lake City, UT 845 Don Manning 804669428 804663083 San Francisco 28970 Hopkins Street, Suite B+C, Hayward, CA 94545 Dan Mullan 50293500 50293505 Seattle 29 South Kenyon, Seattle, WA 9808 Darin Arnold 206762582 206762587 INTERNATIONAL LOCATIONS COUNTRY/REGION ADDRESS CONTACT PHONE FAX Australia Factory 3, 205 Abbotts Road, Dandenong, South Victoria 375 Phil Rose +6 3 8787 5888 +6 3 8787 5899 Canada 6950 Edwards Blvd. Mississauga, Ontario L5T 2W2 Mark Russell 9056737295 9056736490 China Metropolitan Business Centre, East Nandan Road, Lane 300, No. 9, Room 604 Jake Olsen +86233632880 +8623363288 Xuhui District, Shanghai, China 200030 China TriF international, 4E, Building, The City of Design, Tianmian Village, Futian, Shenzhen 58000 Tom Nie 8675582795378 8675582795379 Europe Westrak 208, 77 SV Wieringerwerf, Netherlands Paul Geuvers +3 888 769 377 +3 227 594 759 India 2, D Wing, Twin Arcade, Military Rd., Andheri, [E] Mumbai, 400059 Ajay Kulkarni 9224059304 Manitoba 80 Dublin Avenue Man. Winnipeg, R3H 0H3 Distributor 2046330064 20469426 New Zealand PO Box 302 076 North Harbour Auckland Claye Sesto +64 945 2425 +64 945 2627 Quebec 72 Meloche Avenue, Dorval, Quebec H9P 2S5 Alan Hill 5463426 54632583 Thailand 80/89 MOO4 Petchakasem Road, Bangkae Bangkok 060 Chalee Surakavanichakorn +66 826 582 LATIN & CARIBBEAN DISTRIBUTION INQUIRIES COUNTRY/REGION ADDRESS CONTACT PHONE FAX Latin America 9208 Palm River Road, Ste 305, Tampa, Florida 3369 Michael Gaffigan 954946665 836264545 LATIN & CARIBBEAN DISTRIBUTION COUNTRY/REGION ADDRESS CONTACT PHONE FAX Brazil HARD, Rua Dr. Humberto Pinheiro Viera, 50 Lote B, B Distrito Industrial, Joinville, Brazil 554740097209 55474009727 Colombia Electrogeno, S.A., Carrera 52 #7c38, Bogota, Colombia (57) 6600 9436 Costa Rica Electro Mechanics Supply, La Uruca Contiguo Banco Ntnl., De Costa Rica Condominio, (506) 22332595 Horizontal Bodega #9, San Jose, Costa Rica Dominican Republic Calle Estancia Nueva #7 E Esquina CulDeSac 9, San Geronimo, Santo Domingo Rodfor Team 809224565 8094728640 Ecuador Acero Comercial Ecuatoriano S.A., Av. La Prensa N454 y Telégrafo Quito infouio@acerocomercial.com (5932) 2454 333 (5932) 2454 455 Av. Juan Tanca Marengo Km..7 Guayaquil infogye@acerocomercial.com (5934) 2683 060 (5934) 2683 059 Guatemala Tecnofijaciones, 6 Avenue 856 Zona 9, Zona 9, Guatemala Oscar Lucas Penagos 50223343478 Panama CentroIndustrial, Via Cincuentenario, No. 790, Ciudad Panama, Panama (507) 3028022 Peru Powers Peruana SAC, Av. Santa Catalina, 555 La Victoria, Lima 3, Peru (www.powersperuana.com) Martin Vasquez (0) 5 265 8500 (0) 5 330 0909 Venezuela Calle Sucre/Qta. Maudora, #72 Entre Cec Acosta Y San Ignacio Chacao, Caracas Distributor 58 22 264 33 58 22 263 029 Trinidad Tobago Ft. Farfan, 35 Ibis Avenue, Ibis Acres, San Juan Derek Cumming (868) 6747896 Note: The information and data contained within this documentation was current as of September 200. 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 www.powers.com Powers Fasteners 2 Powers Lane, Brewster, NY 0509 P: (94) 2356300 F:(94) 5766483 Powers Fasteners Canada Ltd. 6950 Edwards Boulevard Mississauga Ontario L5T2W2 Canada Assistance P: (905) 6737295 or 8003873480 F: (905) 6736490 24/7 www.powers.com Cat. No. 4953 09/0 200 Powers Fasteners, Inc. Jobsite