PRODUCT INFORMATION. Vinylester Injection Adhesive Anchoring System

Transcription

1 AC00+ Gold AC00+ Gold PRODUCT DESCRIPTION Vinylester Injection Adhesive Anchorin System The AC00+ Gold is a twocomponent vinylester adhesive anchorin system. The system includes injection adhesive in plastic cartrides, mixin nozzles, dispensin tools and hole cleanin equipment. The AC00+ Gold is desined for bondin threaded rod and reinforcin bar elements into drilled holes in concrete and masonry base materials. GENERAL APPLICATIONS AND USES Bondin threaded rod and reinforcin bar into hardened concrete and masonry Evaluated for use in dry and watersaturated concrete includin water filled holes Suitable to resist structural loads in uncracked concrete base materials for cases where anchor desin theory and criteria applies Can be installed in a wide rane of base material temperatures FEATURES AND BENEFITS Desined for use with threaded rod and reinforcin bar hardware elements Consistent performance in low and hih strenth concrete (2,500 to 8,500 psi) Evaluated and reconized for a rane of embedments and for interior and exterior applications Versatile low odor formula with quick cure time Mixin nozzles proportion adhesive and provide simple delivery method into drilled holes Cartride desin allows for multiple uses usin extra mixin nozzles TESTING AND EVALUATION + Tested and evaluated by an accredited independent laboratory in accordance with ICCES AC308 criteria and ASTM E 52 for anchorin in uncracked concrete, includin but not limited to the followin: + Reliability testin for freeze/thaw conditions + Reliability testin for sensitivity to hole cleanin, mixin effort and installation direction + Reliability testin for sustained loads, i.e. creep resistance (see applicable lonterm and short term temperature ranes) + Service condition testin at decreased and elevated temperatures + Service condition testin in low and hih strenth concrete + Service condition testin 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, 997 UBC Tested in accordace with ICCES AC308 for use in structural concrete and desin with ACI 38 Appendix D (Strenth Desin) and as amended by provisions of ICCES AC308 Annex A, Section 3.3 ( Compliant with NSF/ Standard 6 for drinkin 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 A & B (meets Type III with exception of elonation) Department of Transportation listins see or contact transportation aency GUIDE SPECIFICATIONS CSI Divisions: 035Concrete Anchorin, 0408 Masonry Anchorae and 05090Metal Fastenins. Adhesive anchorin system shall be AC00+ Gold as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and requirements of the Authority Havin Jurisdiction. This Product Available In Powers Desin Assist Real Time Anchor Desin Software SECTION CONTENTS Pae No. General Information... Installation Specifications...2 Installation Instructions Solid Base Materials...3 Hollow Base Materials...5 Reference Tables for Install...6 SD Performance Data...7 SD Factored Desin Strenth...9 ASD Performance Data... Masonry Performance Data... 3 Orderin Information... 4 AC00+ Gold coaxial cartride with mixin nozzle AC00+ Gold dual cartride with mixin nozzle and extension PACKAGING Coaxial Cartride 5 fl. oz. (50 ml or 9.2 in 3 ) 0 fl. oz. (280 ml or 7. in 3 ) Dual (sidebyside) Cartride 8 fl. oz. (235 ml or 4.3 in 3 ) 2 fl. oz. (345 ml or 2.0 in 3 ) 28 fl. oz. (825 ml or 50.3 in 3 ) STORAGE LIFE & CONDITIONS Fifteen months in a dry, dark environment with temperature ranin from 32 o F and 86 o F (0 o C to 30 o C) ANCHOR SIZE RANGE (TYP.) 3/8" to /4" diameter threaded rod No. 3 to No.0 reinforcin bar (rebar) SUITABLE BASE MATERIALS Normalweiht concrete Grouted concrete masonry (CMU) Hollow concrete masonry (CMU) Brick masonry Canada: (905) or (54) Powers USA: (800) or (94)

2 AC00+ Gold INSTALLATION SPECIFICATIONS Installation Specifications for Threaded Rod and Reinforcin Bar (Solid Concrete Base Materials) Dimension/Property Notation Units Nominal Anchor Size Threaded rod 3/8 /2 5/8 3/4 7/8 /4 Reinforcin bar #3 #4 #5 #6 #7 #8 #9 #0 Nominal anchor diameter d (9.5) (2.7) (5.9) (9.) (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 9/6 /6 or 3/4 7/8 /8 3/8 3/8 /2 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) concrete member thickness h min h ef + /4 (h ef + 30) h ef + 2d o spacin distance,2 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) ede distance Maximum torque 2 (only possible after full cure time of adhesive) A307 Grade C or F554 carbon steel rod F593 Condition CW stainless steel rod or ASTM A93, Grade B7 carbon steel rod. For use with the desin provisions of ACI 38 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR For installations between the minimum ede distance and 5 anchor diameters, the tabulated maximum torque must be reduced (multiplied) by a factor of Installation Specifications for Threaded Rod (Hollow Base Material) Dimentions/property Nominal threaded rod diameter Nominal plastic or stainless steel tube dia. Nominal diameter of drilled hole Maximum torque (only possible after full cure time of adhesive) Notation d d o, (d bit ) T max c min T max T max ft.lb. (Nm) ft.lb. (Nm) Units in 3/4 (44) 0 (3) 6 (22) (9.5) 3/4 (44) 25 (34) 33 (45) 3/4 (44) 50 (68) 60 (8) Nominal Size 3/8 / (2.7) 3/8 /2 in ft.lb. (Nm) /2 0 (8) 5/8 0 (8) 3/4 (44) 90 (22) 05 (42) 3/4 (44) 25 (69) 25 (69) 3/4 (44) 65 (224) 65 (224) 23/4 (70) 23/4 (70) 280 (379) 280 (379) 23/4 (70)) Detail of Steel Hardware Elements used with Injection Adhesive System Threaded Rod or Rebar d o, d bit Steel Description (General) Threaded Rod and Deformed Reinforcin Bar Material Properties Carbon rod Stainless rod (Alloy 304 / 36) Hih strenth carbon rod Grade 60 reinforcin bar Grade 40 reinforcin bar Steel Specification (ASTM) A 36 or F554 Grade 36 F 593, Condition CW A 93, Grade B7 A 65, A 706, A 767, or A 996 A 65 or A 767 Nominal Anchor Size (inch) 3/8 throuh /4 3/8 throuh 5/8 3/4 throuh /4 3/8 throuh /4 3/8 throuh /4 (#3 throuh #0) 3/8 throuh 3/4 (#3 throuh #6) Yield Strenth, f y (ksi) Ultimate Strenth, f u (ksi) Powers USA: (800) or (94) Canada: (905) or (54)

3 AC00+ Gold INSTALLATION INSTRUCTIONS (SOLID BASE MATERIAL) DRILLING HOLE CLEANING 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 reinforcin bar in solid concrete base material). The tolerances of the carbide drill bit should meet the requirements of Standard B22.5. Precaution: Wear suitable eye and skin protection. Avoid inhalation of dusts durin drillin and/or removal. Note! After drillin and prior to hole cleanin, all standin water in the drilled bore hole must be removed if present (e.. vacuum, compressed air, etc.) BLOW 4x, BRUSH 4x, BLOW 4x 2a Startin from the bottom or back of the anchor hole, blow the hole clean usin 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 reinforcin 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 shall not be used with these anchor sizes. 2b Determine wire brush diameter (see hole cleanin equipment selection table) and attach the brush with adaptor to a rotary drill tool or battery screwun. 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 lenth. The wire brush diameter should be checked periodically durin use. The brush must be replaced if it becomes worn (less than D min, see hole cleanin equipment selection table) or does not come into contact with the sides of the drilled hole. 2c Finally, blow the hole clean aain 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 reinforcin 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 shall not be used with these anchor sizes. When finished the hole should be clean and free of dust, debris, ice, rease, oil or other forein material. PREPARING 3 Check adhesive expiration date on cartride label. Do not use expired product. Review Material Safety Data Sheet (MSDS) before use. Cartride temperature must be between 32 F 95 F (0 C 35 C) when in use. Review el (workin) and cure time table. Consideration should be iven to the reduced el time of the adhesive in warm temperatures. Attach a supplied mixin nozzle to the cartride. Do not modify the mixer in any way and make sure the mixin element is inside the nozzle. Load the cartride into the correct dispensin tool. Note: Always use a new mixin nozzle with new cartrides of adhesive and also for all work interruptions exceedin the published workin time of the adhesive. 4 Prior to insertin 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 straiht and free of surface damae. 5 Adhesive must be properly mixed to achieve published properties. Prior to despensin adhesive into the drilled hole, separately dispense at least three full strokes of adhesive throuh the mixin nozzle until the adhesive is a consistent ray color. Do not attach a used nozzle when chanin to a new cartride. Review and note the published workin and cure times (see el time and curin time table) prior to injection of the mixed adhesive into the cleaned anchor hole. (Continued on next pae) 3 Canada: (905) or (54) Powers USA: (800) or (94)

4 AC00+ Gold INSTALLATION INSTRUCTIONS (SOLID BASE MATERIAL) INSTALLATION 6 Fill the cleaned hole approximately twothirds full with mixed adhesive startin from the bottom or back of the anchor hole. Slowly withdraw the mixin nozzle as the hole fills to avoid creatin air pockets or voids. For embedment depth reater than 7/2 an extension nozzle (3/8 dia.) must be used with the mixin nozzle. With Piston Plu: Piston plus (see adhesive piston plu table) must be used with and attached to mixin 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 plu to the back of the drilled hole and inject as described in the method above. Durin installation the piston plu will be naturally extruded from the drilled hole by the adhesive pressure. Attention! Do not install anchors overhead without proper trainin and installation hardware provided by Powers Fasteners. Contact Powers for details prior to use. 7 The anchor should be free of dirt, rease, oil or other forein material. Push clean threaded rod or reinforcin bar into the anchor hole while turnin slihtly to ensure positive distribution of the adhesive until the embedment depth is reached. Air pockets are present when the threaded rod or rebar sprins or air pockets burst durin installation. In case of air pockets: remove rod or rebar, let the adhesive harden, redrill the hole and repeat the complete installation. 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 enouh adhesive in the hole, the installation must be repeated. The anchor shall not be moved after placement and durin cure. CURING AND LOADING 9 Allow the adhesive anchor to cure to the specified full curin time prior to applyin any load (see el time and curin time table). Do not disturb, torque or load the anchor until it is fully cured. 0 After full curin of the adhesive anchor, a fixture can be installed to the anchor and tihtened up to the maximum torque (see installation specifications for threaded rod and reinforcin bar in solid concrete base material) by usin a calibrated torque wrench. Take care not to exceed the maximum torque for the selected anchor. Powers USA: (800) or (94) Canada: (905) or (54)

5 AC00+ Gold INSTALLATION INSTRUCTIONS (HOLLOW BASE MATERIAL) DRILLING HOLE CLEANING 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 B22.5. Precaution: Wear suitable eye and skin protection. Avoid inhalation of dusts durin rillin and/or removal. BLOW 2x, BRUSH 2x, BLOW 2x 2 Startin 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 cleanin equipment selection table) and attach the brush with adaptor to a rotary drill tool or battery screw un. 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 lenth. The wire brush should be checked periodically durin use. The brush must be replaced if it becomes worn (less than D min, see hole cleanin equipment selection table) or does not come in contact with sides of the drill hole. Finally, blow the hole clean aain a minimum of two times (2x) PREPARING When finished the hole should be clean and free of dust, debris, ice, rease, oil or other forein material. 3 Check adhesive expiration date on cartride label. Do not use expired product. Review Material Safety Data Sheet (MSDS) before use. Cartride temperature must be between 32 F 95 F (0 C 35 C) when in use. Review el (workin) time and curin time table. Consideration should be iven to the reduced el (workin) time of the adhesive in warm temperatures. INSTALLATION Attach a supplied mixin nozzle to the cartride. Do not modify the mixer in any way and make sure the mixin element is inside the nozzle. Load the cartride into the correct dispensin tool. Note: Always use a new mixin nozzle with new cartrides of adhesive and also for all work interruptions exceedin the published workin time of the adhesive. 4 Prior to insertin 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 straiht and free of surface damae. 5 Adhesive must be properly mixed to achieve published properties. Prior to despensin adhesive into the drilled hole, separately dispense at least three full strokes of adhesive throuh the mixin nozzle until the adhesive is a consistent ray color. Do not attach a used nozzle when chanin to a new cartride. Review and note the published workin and cure times (see el time and curin time table) prior to injection of the mixed adhesive into the screen tube. 6 Insert a screen tube of suitable lenth into the cleaned anchor hole. 7 Fill the screen tube full with adhesive startin from the bottom or back of the tube. Slowly withdraw the mixin nozzle as the screen fills to avoid creatin air pockets or voids. A plastic extension tube supplied by Powers Fasteners must be used with the mixin nozzle if the back of the screen tube cannot be reached. 8 Prior to insertin the anchor rod into the screen tube inspect it to ensure that it is free of dirt, rease, oil or other forein material. Push the threaded rod into the screen tube while turnin slihtly 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 curin time prior to applyin any load. Do not disturb, torque or load the anchor until it is fully cured (see el time and curin time table). 0 After full curin of the adhesive anchor, a fixture can be installed to the anchor and tihtened up to the maximum torque (see installation specifications for threaded rod and reinforcin bar in hollow concrete base material) by usin a calibrated torque wrench. Take care not to exceed the maximum torque for the selected anchor. 5 Canada: (905) or (54) Powers USA: (800) or (94)

6 AC00+ Gold REFERENCE TABLES FOR INSTALLATION o F 4 Gel (workin) Time and Curin Time Table for AC00+ Gold Temperature of base material Gel (workin) time o C Full curin time 90 minutes 24 hours 90 minutes 4 hours 45 minutes 7 hours 25 minutes 2 hours 5 minutes 90 minutes 6 minutes 45 minutes 4 minutes 25 minutes 2 minutes 20 minutes.5 minutes 5 minutes The el (workin) times listed for 32 o F to 95 o F are also applicable for the temperature of the adhesive and use of mixin nozzes durin installation. For installations in base material tempertures between 4 o F and 23 o F the cartride temperature must be conditioned to between 68 o F and 95 o F (20 o C 35 o C). Hole Cleanin Equipment Selection Table for AC00+ Gold Threaded rod diameter (inch) Rebar size (no.) drill bit diameter (inch) M brush diameter, D min (inches) Brush lenth, L (inches) Steel wire brush (Cat. #) Blowout tool Number of cleanin actions Solid Base Material 3/8 #3 7/ / /2 #4 9/ / /8 #5 / / /8 #5 3/ / /4 #6 7/ / /8 # / #8 /8.75 7/ /4 #9 3/ / #0 / / Hollow Base Material 3/8 / / /2 5/ / Handpump (Cat#08280) or compressed air nozzle Compressed air nozzle only Hand pump (Cat# 08280) or compressed air nozzle 4x blowin 4x brushin 4x blowin 2x blowin 2x brushin 2x blowin 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 lenth. Adhesive Piston Plus Threaded rod Rebar drill bit Plu Plastic Horizontal and diameter (inch) size (no.) diameter (inch) Size (inch) Plu (Cat. #) overhead installations 3/4 #6 7/8 7/ /8 # #8 /8 / /4 #9 3/8 3/ #0 /2 / A plastic extension tube (3/8 dia., Cat# 0828) must be used with piston plus. Powers USA: (800) or (94) Canada: (905) or (54)

7 AC00+ Gold SD PERFORMANCE DATA Desin Information for Threaded Rod and Reinforcin Bar in NormalWeiht Concrete (For use with load combinations taken from ACI 38 Section 9.2),2,3 Desin Characteristic Notation Units embedment depth Carbon rod (ASTM A 36 or F554, Grade C) Steel strenth Stainless steel rod alloy 304/36 in tension (ASTM F 593, Condition CW) Hih strenth carbon rod (ASTM A 93, Grade B7) Effectiveness factor for uncracked concrete Modification factor for uncracked concrete Critical ede distance 6 Critical spacin distance Reduction factor for concrete breakout strenth 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 ψ c,n c ac s ac φ BOND STRENGTH IN TENSION FOR TEMPERATURE RANGE 4 Maximum lon term temperature = 75 o F (24 o C), Maximum short term temperature = 04 o F (40 o C) Characteristic bond strenth, uncracked concrete (2,500 psi) Reduction factor for bond strenth Reduction factor for bond strenth Additional factor for water saturated concrete condition Reduction factor for bond strenth Additional factor for waterfilled hole condition x k,uncr φd φws l ws φwf l ws psi (N/mm 2 ) Nominal Anchor Size 3/8 /2 5/8 3/4 7/8 /4 #3 #4 #5 #6 #7 #8 #9 #0 23/8 23/4 3/8 3/2 3/2 4 4/2 5 (60) (70) (79) (89) (89) (02) (4) (27) Effective cross sectional area of threaded rod A se (mm2) (50) (92) (46) (26) (298) (39) (625),450 (0.0),450 (0.0) For all desin cases use ψ c,n =.0,450 (0.0) 0.65 (Condition B),450 (0.0) 0.65,450 (0.0) BOND STRENGTH IN TENSION FOR TEMPERATURE RANGE B 4,5 Maximum lon term temperature = 22 o F (50 o C), Maximum short term temperature = 76 o F (80 o C) Characteristic bond strenth, uncracked concrete (2,500 psi) Reduction factor for bond strenth Reduction factor for bond strenth Additional factor for water saturated concrete condition Reduction factor for bond strenth Additional factor for waterfilled hole condition N sa N sa x k,uncr φd φws l ws φwf l ws lb lb psi (N/mm 2 ) 4,525 (20.) 7,800 (34.7) 870 (6.0) 8,235 (36.6) c ac =.5h ef for h/h ef 2; c ac =.5h ef [3h/h ef ] for.3h ef < h < 2h ef ; c ac = 2.55h ef for h/h ef (6.0) 3,0 (58.3) 870 (6.0) 9,430 (86.4) 870 (6.0) 2c ac (6.0),305 (9.0) 798 (5.5),60 (9.0) 696 (4.8),030 (7.) ,795 (9.2) 6.38 (4.4) ,200 (250.0) N lb 9,360 7,040 27,20 40,200 55,440 72,720 sa (4.6) (75.8) (20.6) 6,280 (78.8) (246.6) (323.5) (57.2) Effective cross sectional area of reinforcin bar A , se (mm2) (7) (29) (200) (284) (387) (50) (645) (89) Steel strenth in tension, N lb 9,900 8,000 27,900 39,600 54,000 7,00 90,000 4,300 Grade 60 reinforcin bars sa (44.0) (80.) (24.) (76.) (240.2) (36.3) (400.3) (508.4) Steel strenth in tension, N lb 6,600 2,000 8,600 26,400 Grade 40 reinforcin bars sa (29.4) (53.4) (82.7) (7.4) Reduction factor for steel strenth φ 0.75 (0.65 for stainless steel rod) 4,200 (63.2) 22,600 (00.5) 28,475 (26.7) 39,270 (74.7) 35,50 (56.3) 5,50 (645) 82,365 (366.4) (Continued on next pae) 7 Canada: (905) or (54) Powers USA: (800) or (94)

8 AC00+ Gold SD PERFORMANCE DATA (Continued). The data in this table is intended to be used toether with the desin provisions of ACI 38 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 Havin Jurisdiction (AHJ). See ICCES AC308 Annex A, Section 4.4 and ESR For ductility classification of steel anchor elements see ESR Lon term concrete temperatures are rouhly constant over sinificant periods of time. Shortterm elevated temperatures are those that occur over brief intervals, e.. as a result of diurnal cyclin. 5. For load combinations consistin of short term loads only such as wind, bond strenth may be increased by 40% for Temperature Rane B. 6. Linear interpolation is permitted to determine the raio c ac for values or h/h ef between 2 and.3 by calculation. Desin Information for Threaded Rod and Reinforcin Bar in NormalWeiht Concrete (For use with load combinations taken from ACI 38 Section 9.2),2,3 Desin Characteristic embedment depth Steel strenth in shear Standard carbon rod (ASTM A 307, Grade C or F554) Stainless steel rod alloy 304/36 (ASTM F 593, Condition CW) Hih strenth carbon rod (ASTM A 93, Grade B7) Steel strenth in shear, Grade 60 reinforcin bar Steel strenth in shear, Grade 40 reinforcin bar Reduction factor for steel strenth Notation h ef,min V sa V sa V sa V sa V sa φ Units STEEL STRENGTH IN SHEAR lb lb lb lb lb Nominal Anchor Size 3/8 /2 5/8 3/4 7/8 /4 #3 #4 #5 #6 #7 #8 #9 #0 23/8 23/4 3/8 3/2 3/2 4 4/2 5 (60) (70) (79) (89) (89) (07) (4) (27) 2,75 (2.) 4,680 (20.8) 5,65 (25.0) 5,940 (26.4) 3,960 (7.6) 4,940 (22.0) 8,520 (37.9) 0,225 (45.5) 0,800 (48.0) 7,200 (32.0) 7,865 (35.0) 3,560 (60.3) 6,270 (72.4) 6,740 (74.5),60 (49.6),660 (5.9) 7,085 (76.0) 24,20 (07.3) 23,760 (05.7) 5,840 (70.5) 6,075 (7.5) 23,560 (04.8) 33,265 (48.0) 32,400 (44.) 2,090 (93.8) 30,905 (37.5) 43,630 (94.) 0.65 (0.60 for stainless steel rod) 42,660 (89.8) 54,000 (240.2) 33,720 (50.0) 49,420 (29.8) 69,770 (30.3) 68,580 (305.0) Load bearin lenth of anchor Reduction factor for concrete breakout strenth Coefficient for pryout strenth l e φ BREAKOUT STRENGTH IN SHEAR CONCRETE PRYOUT STRENGTH IN SHEAR l cp h ef or 8d whichever is less Condition B = for h ef < 2.5, 2.0 for h ef > 2.5 Reduction factor for pryout strenth φ Condition B = The data in this table is intended to be used toether with the desin provisions of ACI 38 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 Havin Jurisdiction (AHJ). See ICCES AC308 Annex A, Section 4.4 and ESR For ductility classification of steel anchor elements see ESR2582. BOND STRENGTH DETERMINATION Concrete State Hole Drillin Method Installation Condition Bond Strenth Strenth 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 strenth between 2,500 psi and 8,000 psi, the tabulated characteristic bond strenth for cracked concrete x k,cr or uncracked concrete x k,uncr may be increased by a factor of (f c / 2,500) 0.3. (table notes continued on next pae) Powers USA: (800) or (94) Canada: (905) or (54)

9 AC00+ Gold Factored Desin Strenth (φnn and φvn) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex A:. Tabular values are provided for illustration and are applicable for sinle anchors installed in uncracked normalweiht concrete with minimum slab thickness, h a = h min, and with the followin conditions: c a is reater than or equal to the critical ede distance, c ac where c ac = 2.7 h ef. c a2 is reater than or equal to.5 times c a. 2. Calculations were performed accordin to ACI 3805 Appendix D and ICCES AC308 Annex A, Section 3.3. The load level correspondin to the failure mode is listed (e.. For tension: steel, concrete breakout or bond strenth; For shear: steel, concrete breakout or pryout strenth). The lowest load level controls. 3. Strenth reduction factors (φ) for steel strenth and concrete breakout strenth are based on ACI 38 Section 9.2 for load combinations. Condition B was assumed. 4. Strenth reduction factors (φ) for bond strenth are determined from reliability testin 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 loadin is not considered with these tables. Periodic special inspection must be performed where required by code or the Authority Havin Jurisdiction (AHJ). See ICCES AC308 Annex A, Section 4.4 and ESR Tabular values are not permitted for anchors subjected to tension resultin from sustained loadin. Please see ICCES AC308 Annex A, Section 3.3 and ESR2582 for the supplement desin requirement for this loadin condition. 7. For desins 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 strenths, please see ACI 3805 Appendix D, ICCES AC308 Annex A, Section 3.3 and information included in this product supplement. For other desin conditions includin seismic considerations please see ACI 3805 Appendix D and ICCES AC308 Annex A, Section 3.3 and ESR Lon term concrete temperatures are rouhly constant over sinificant periods of time. Shortterm elevated temperatures are those that occur over brief intervals, e.. as a result of diurnal cyclin. and Desin Strenth for AC00+ Gold Installed into Uncracked Concrete in Dry Hole Condition Temperature Rane A (Bond or Concrete Strenth) Maximum lon term temperature = 75 F (24 C), Maximum short term temperature = 04 F (40 C) Nominal Rod/Rebar Size ( or No.) Embed. Depth h ef () Concrete Compressive Strenth, f' c (psi) 2,500 3,000 4,000 6,000 8, /8 2,635,860 2,700 2,035 2,805 2,350 2,995 2,880 3,070 3,305 3/8 or #3 3 3,330 2,565 3,40 2,80 3,540 3,245 3,735 3,975 3,873 4,590 4 /2 4,995 4,255 5,5 4,660 5,30 5,380 5,600 6,590 5,80 7,60 2 3/4 3,555 2,480 3,895 2,75 4,330 3,35 4,560 3,840 4,735 4,435 /2 or #4 4 5,920 4,230 6,065 4,630 6,295 5,350 6,635 6,550 6,890 7, ,885 7,50 9,095 7,835 9,445 9,045 9,955,080 0,335 2,795 3 /8 4,30 3,260 4,720 3,570 5,450 4,25 6,480 5,050 6,725 5,830 5/8 or #5 5 8,720 6,420 9,475 7,030 9,835 8,20 0,370 9,945 0,765,480 7 /2 3,880 0,945 4,20,990 4,755 3,840 5,550 6,955 6,45 9,575 3 /2 5,05 4,350 5,595 4,765 6,460 5,500 7,90 6,740 9,040 7,780 3/4 or #6 6,465 9,365 2,560 0,255 4,65,845 4,930 4,505 5,500 6, ,985 5,905 20,465 7,425 2,245 20,20 22,395 24,640 23,250 28,455 3 /2 5,05 4,770 5,595 5,225 6,460 6,035 7,90 7,395 9,35 8,535 7/8 or #7 7 4,445 2,685 5,825 3,895 8,275 6,045 20,320 9,650 2,095 22,690 0 /2 26,540 2,580 27,855 23,640 28,920 27,295 30,485 33,430 3,645 38, ,240 6,95 6,835 6,790 7,895 7,840 9,665 9,600,60,085 or #8 8 7,650 6,50 5,825 8,085 22,325 20,885 26,545 25,580 27,555 29, ,425 28,5 35,520 30,795 37,770 35,560 39,85 43,555 4,330 50,290 4 /2 7,445 8,090 8,55 8,860 9,420 0,230,535 2,530 3,320 4,465 #9 9 2,060 2,295 23,070 23,325 26,640 26,935 30,235 32,985 3,385 38,090 3 /2 38,690 36,065 4,445 39,50 43,020 45,620 45,350 55,875 47,080 64,55 5 8,720 9,605 9,555 0,525,030 2,50 3,50 4,880 5,600 7,85 /4 0 24,665 25,670 27,020 28,25 3,200 32,475 33,80 39,770 34,445 45, ,45 43,775 45,480 47,950 47,25 55,370 49,770 67,80 5,665 78, ,720 9,95 9,555 0,860,030 2,545 3,50 5,360 5,290 7,740 #0 0 24,665 26,75 26,920 28,675 28,950 33,0 29,460 40,550 30,535 46, ,435 44,390 40,385 48,625 4,920 56,50 44,90 68,765 45,875 79,405 Leend Concrete Breakout Strenth Bond Strenth/Pryout Strenth c4 Canada: (905) or (54) Powers USA: (800) or (94)

10 AC00+ Gold Factored Desin Strenth (φnn and φvn) in Accordance with ACI 38 Appendix D and ICCES AC308 Annex A: and Desin Strenth for AC00+ Gold Installed into Uncracked Concrete in Dry Hole Cond. Temperature Rane B (Bond or Concrete Strenth) see notes on previous pae Maximum lon term temperature = 22 F (50 C), Maximum short term temperature = 76 F (80 C) Nominal Rod/Rebar Size ( or No.) Embed. Depth h ef () Concrete Compressive Strenth, f' c (psi) 2,500 3,000 4,000 6,000 8, /8,580,705,620,745,680,80,775,90,840,980 3/8 or #3 3 2,000 2,565 2,045 2,80 2,25 3,245 2,240 3,975 2,325 4,590 4 /2 3,000 4,255 3,070 4,660 3,85 5,380 3,360 6,590 3,485 7,90 2 3/4 2,445 2,480 2,500 2,75 2,595 3,35 2,735 3,840 2,840 4,435 /2 or #4 4 3,555 4,230 3,640 4,630 3,775 5,350 3,980 6,550 4,35 7, ,330 7,50 5,460 7,835 5,665 9,045 5,970,080 6,200 2,785 3 /8 3,470 3,260 3,555 3,570 3,690 4,25 3,890 5,050 4,035 5,830 5/8 or #5 5 5,550 6,420 5,685 7,030 5,900 8,20 6,220 9,945 6,460,480 7 /2 8,330 0,945 8,525,990 8,850 3,840 9,330 6,955 9,685 9,575 3 /2 4,665 4,350 4,775 4,765 4,955 5,500 5,225 6,740 5,425 7,780 3/4 or #6 6 7,995 9,365 8,85 0,255 8,500,845 8,960 4,505 9,300 6,750 9,990 5,905 2,280 7,425 2,745 20,20 3,435 24,640 3,950 28,455 3 /2 5,05 4,770 5,570 5,225 5,785 6,035 6,095 7,395 6,330 8,535 7/8 or #7 7 0,880 2,685,40 3,895,565 6,045 2,95 9,650 2,660 22,690 0 /2 6,320 2,580 6,75 23,640 7,350 27,295 8,290 33,430 8,985 38, ,240 6,95 6,835 6,790 7,555 7,840 7,965 9,600 8,265,085 or #8 8 4,25 6,50 4,555 8,085 5,0 20,885 5,925 25,580 6,535 29, ,320 28,5 2,830 30,795 22,660 35,560 23,890 43,555 24,800 53,45 4 /2 7,445 8,090 8,55 8,860 8,770 0,230 9,245 2,530 9,595 4,465 #9 9 6,500 2,295 6,895 23,325 7,540 26,935 8,490 32,985 9,90 4,340 3 /2 24,750 36,065 25,340 39,50 26,30 45,620 27,730 5,450 28,790 62, ,720 9,605 9,095 0,525 9,445 2,50 9,955 4,880 0,335 7,85 /4 0 7,765 25,670 8,90 28,25 8,885 32,475 9,905 39,770 20,665 44, ,650 43,775 27,290 47,950 28,330 55,370 29,860 59,730 3,000 66, ,45 9,95 8,340 0,860 8,655 2,545 9,25 5,360 9,470 7,740 #0 0 6,285 26,75 6,675 28,675 7,30 33,0 8,250 40,550 8,945 44, ,430 44,390 25,05 48,625 25,965 56,50 27,370 64,35 28,45 66,765 Leend Concrete Breakout Strenth Bond Strenth/Pryout Strenth Factored bond or concrete strenth must be checked aainst factored steel strenth to determine the controllin ultimate load. Factored tension desin strenth = min, ØN s a and factored shear desin strenth = min or ØV cr, ØV c p and Desin Strenth of Steel Elements (Steel Strenth) Steel Elements Threaded Rod and Reinforcin Bar A 307, Grade C or F554 F 593 (SS), CW A 93, Grade B7 Grade 60 Rebar Nominal Rod/Rebar Size ØN ( or No.) sa ØV sa ØN sa ØV sa ØN sa ØV sa ØN sa 3/8 or #3 3,395,765 5,850 3,040 7,35 3,805 7,425 /2 or #4 6,75 3,20 0,650 5,540 3,35 6,925 3,500 5/8 or #5 9,830 5,0 6,950 8,85 2,90,020 20,925 3/4 or #6 4,575 7,580 2,355,05 3,405 6,330 29,700 7/8 or #7 20,095 0,450 29,455 5,35 43,35 22,525 40,500 or #8 26,360 3,70 38,635 20,090 56,85 29,545 53,325 #9 67,500 /4 42,50 2,920 6,775 32,90 90,845 47,240 #0 85,725 Leend Steel Strenth c4 Powers USA: (800) or (94) Canada: (905) or (54)

11 AC00+ Gold ASD PERFORMANCE DATA Allowable Load Capacities for AC00+ Gold Installed into Uncracked NormalWeiht Concrete with Threaded Rod and Reinforcin Bar (Based on Bond Strenth/Concrete Capacity),2,3,4,5,6 Nominal Rod Diameter 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 Embedment Depth () Concrete Compressive Strenth, (f'c) 3,000 psi 4,000 psi 5,000 psi 6,000 psi 2 3/8,000,035,065,095 3 /2,470,525,570,60 4 /2,890,960 2,05 2, /4,545,605,655, /8 2,445 2,540 2,65 2, ,370 3,500 3,600 3,685 3 /8 2,200 2,285 2,355 2,40 5 /4 3,695 3,840 3,955 4,045 7 /2 5,275 5,480 5,640 5,770 3 /2 2,955 3,070 3,60 3,235 6 /4 5,280 5,485 5,650 5, ,600 7,890 8,25 7,800 3 /2 3,050 3,70 3,260 3, ,685 6,940 7,45 7,320 0 /2 0,35 0,705,020, ,725 3,870 3,980 4, ,960 8,265 8,50 8, ,90 2,655 3,030 2,505 4 /2 4,400 4,565 4,700 4,80 9 9,035 9,380 9,660 9,890 3 /2 3,665 4,85 4,605 4, ,000 5,90 5,345 5, ,000 0,380 0,690 0, ,995 5,565 6,025 6, ,000 5,90 5,345 5, ,000 0,380 0,690 0, ,995 5,565 6,025 6,405. Allowable load capacities listed are calculated usin an applied safety factor of 4.0 which includes assessment of reional variations in concrete, freezin/thawin conditions and sensitivity to sustained loads (e.. creep resistance). Consideration of safety factors of 0 or hiher may be necessary dependin on the application, such as life safety or overhead. 2. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strenths. 3. The tabulated load values are applicable to sinle anchors installed at critical ede and spacin distances and where the minimum member thickess is 2.5 times the embedment depth. 4. The tabulated load values are applicable for dry concrete. Holes must be drilled with a hammer drill and an carbide drill bit. Installations in wet concrete or in waterfilled holes may require a reduction in capacity. Contact Powers Fasteners for more information concernin these installation conditions. 5. Adhesives experience reductions in capacity at elevated temperatures. See the InService Temperature chart for allowable loads. 6. Allowable bond strenth/concrete capacity must be checked aainst allowable steel strenth to determine the controllin allowable load. Allowable shear capacity is controlled by allowable steel strenth for the iven conditions. Canada: (905) or (54) Powers USA: (800) or (94)

12 AC00+ Gold ASD PERFORMANCE DATA Allowable Load Capacities for AC00+ Gold Installed into Uncracked NormalWeiht Concrete with Threaded Rod and Reinforcin Bar (Based on Steel Strenth),2,3 Nominal Rod Diameter or Rebar Size ( or #) Steel Elements Threaded Rod and Reinforcin Bar A36/A307, Grade C or F554 A 93, Grade B7 F 593, CW (SS) Grade 60 Rebar. Allowable load capacities listed are calculated for the steel element type. Consideration of applyin additional safety factors may be necessary dependin on the application, such as life safety or overhead. 2. Allowable bond strenth/concrete capacity must be checked aainst allowable steel strenth to determine the controllin allowable load. 3. Allowable shear capacity is controlled by steel strenth for the iven conditions described on the previous pae. 3/8 or #3, ,085,585 2,565,35 2,655,320 /2 or #4 2,725,395 5,655 2,900 4,685 2,40 4,70 2,345 5/8 or #5 4,325 2,225 8,990 4,625 7,480 3,845 7,370 3,670 3/4 or #6 6,420 3,295 3,320 6,845 9,465 4,865 0,592 5,285 7/8 or #7 8,855 4,550 8,390 9,445 3,070 6,75 4,425 7,95 or #8,630 5,970 24,5 2,395 7,50 8,80 8,840 9,400 #9 23,845,890 /4 8,595 9,555 38,585 9,830 27,430 4,095 #0 29,435 4,680 InService Temperature Chart for Allowable Load Capacities BASE MATERIAL TEMPERATURE F C REDUCTION FACTOR FOR TEMPERATURE Linear interpolation may be used to derive reduction factors for base material temperatures between those listed. Powers USA: (800) or (94) Canada: (905) or (54)

13 AC00+ Gold MASONRY PERFORMANCE DATA Allowable Load Capacities for Threaded Rod Installed with AC00+ Gold into Grout Filled Concrete Masonry,2,3,4,5,6 ANCHOR DIAMETER d (inch) MINIMUM EMBEDMENT h nom (inches) MINIMUM EDGE DISTANCE (inches) MINIMUM END DISTANCE (inches) TENSION LOAD (pounds) Based on bond or masonry strenth Direction of Loadin SHEAR LOAD (pounds) Based on bond or masonry strenth ANCHOR INSTALLED INTO GROUTED MASONRY WALL FACES 8 3/ Any Any Any 455 / Any Any,425 73/4 (Bed Joint) Load to Ede Any 40 5/ ,095 Any,530 73/4 (Bed Joint) 3,030 Load to Ede Any 630 3/ ,55 Any,565 73/4 (Bed Joint) Load to Ede 565 ANCHOR INSTALLED INTO TOPS OF GROUTED MASONRY WALLS 7 2 3/4 3/ Any /2 Load to Ede / Load to End 295 5/8 5 3/ Any 235 3/ /4 4,260 Load to Ede 40 Load to End 490 For SI: inch = 25.4 mm, psi = 6.89 kpa, lbf = 4.45 N.. Tabulated load values are for anchors installed in nominal 8inchwide (203 mm) Grade N, Type II, lihtweiht, mediumweiht or normalweiht routfilled concrete masonry units conformin to ASTM C 90. If the specified compressive strenth of the masonry, f m, is 2,000 psi (3.8 MPa) minimum the tabulated values may be increased by 4 percent. 2. The tabulated allowable loads are permitted to be increased for wind and seismic by 33/3 percent. 3. Allowable bond or masonry strenth in tension and shear are calculated usin a safety factor of 5.0 and must be checked aainst the allowable tension and shear load capacities for threaded rod based on steel strenth to determine the controllin factor. 4. The AC00+ Gold adhesive experiences a reduction in tensile and shear capacity with increased concrete temperature. Reduction factors must be applied to the allowable values based on bond or masonry strenth noted in the table when the anchors are installed in locations where the inservice concrete temperature may be reater than 75 F (24 C). 5. Anchors may be installed in the routed cells, cell webs and bed joints not closer than inch from head joints. 6. The tabulated values are applicable for anchors installed into routed masonry wall faces and masonry wall tops at a critical spacin distance, scr, between anchors of 3 times the embedment depth. 7. Anchor installations into tops of routed masonry walls are limited to one per masonry cell. 8. The critical spacin for use with the anchor values shown in this table is 6 anchor diameters. For /2, 5/8 and 3/4 inch diameter anchors,the spacin may be reduced to a minimum of 8 anchor diameters when usin a tension reduction factor of 0.85 and a shear reduction factor of Linear interpolation may be used for spacin distances between the minimum and critical distances. 9. Tabultated load values also apply to anchors installed in nominal 6inchwide (52 mm) Grade N, Type II, lihtweiht, mediumweiht or normalweiht routfilled concrete masonry units conformin to ASTM C 90. These tabulated load values may not be increased for wind and seismic. 3 Canada: (905) or (54) Powers USA: (800) or (94)

14 AC00+ Gold MASONRY PERFORMANCE DATA Ultimate Load Capacities for Threaded Rod Installed with AC00+ Gold Into Hollow Concrete Masonry Walls with Stainless Steel and Plastic Screen Tubes,2,3 Rod Diameter d 3/8 (9.5) /2 (2.7) Drill Diameter d bit () /2 5/8 Screen Tube Lenth 3/2 (88.9) 3/2 (88.9) End Distance 33/4 (95.2) 33/4 (95.2) Ede Distance 33/4 (95.2) 33/4 (95.2),600 (7.2) 2,65 (9.6) Ultimate Load Allowable Load. Tabulated load values are for anchors installed in minimum 8" wide, Grade N, Type II, lihtweiht, mediumweiht or normalweiht concrete masonry units conformin to ASTM C 90 that have reached a desinated ultimate compressive strenth at the time of installation (f'm,500 psi). Mortar must be type N, S or M. 2. Allowable loads are calculated usin all applied safety factor or 5.0. Consideration of safety factors of 0 or hiher may be necessary dependin on the application, such as life safety. 3. Anchor spacin is limited to one anchor per masonry cell. Ultimate Load Capacities for Threaded Rod Installed with AC00+ Gold into the Face of Brick Masonry Walls,2 Rod Diameter d 3/8 (9.5) /2 (2.7) Drill Diameter d bit () /2 5/8 Embedment Depth 3/2 (88.9) 6 (52.4) End Distance 6 (52.4) 8 (203.2) Ede Distance 6 (52.4) 8 (203.2) Spacin 6 (52.4) 8 (203.2). Tabulated load values are for anchors installed in minimum 2 wythe, Grade SW, solid clay brick masonry conformin to ASTM C 62. Motar must be N, S or M. 2. Allowable loads are calculated usin all applied safety factor or 5.0. Consideration of safety factors of 0 or hiher may be necessary dependin on the application, such as life safety. (kn,700 (7.6),700 (7.6) 5,845 (25.9),500 (5.2) Ultimate Load 320 (.4) 430 (.9) (kn 4,580 (20.4) 9,300 (4.4),70 (5.2) 2,300 (0.3) (kn 340 (.5) 340 (.5) Allowable Load (kn 95 (4.),860 (8.3) ORDERING INFORMATION AC00+ Gold Cartrides Cat No. Description Std. Box 8462SD AC00+ Gold 5 fl. oz. PushPak (DIY series) SD AC00+ Gold 0 fl. oz. QuikShot (DIY series) SD AC00+ Gold 8 fl. oz. dual cartride SD AC00+ Gold 2 fl. oz. dual cartride SD AC00+ Gold 28 fl. oz. dual cartride 8 One AC00+ Gold mixin nozzle is packaed with each cartride. AC00+ Gold mixin nozzles must be used to ensure complete and proper mixin of the adhesive. Cartride System Mixin Nozzles Cat No Description Extra mixin nozzle for AC00+ Gold (5 oz., 8 oz.,0 oz. & 2 oz.) Extra mixin nozzle (with 8 extension) for AC00+ Gold 28 oz. Std. Carton Pallet Std. Pack/Box (Orderin information continued on next pae) Std. Carton Mixin nozzle extension, 8 lenth minimum 24 Dispensin Tools for Injection Adhesive Cat No. Description Std. Box Std. Carton Manual caulkin un for PushPak and QuikShot Hih performance caulkin un for PushPak and QuikShot AC00+ Gold 8 oz. standard all metal manual tool AC00+ Gold 8 oz., 0 oz. & 2 oz. hih performance manual tool AC00+ Gold 28 oz. standard all metal manual tool AC00+ Gold 28 oz. hih performance manual tool AC00+ Gold 28 oz. pneumatic tool AC00+ Gold 28 oz. cordless power tool Powers USA: (800) or (94) Canada: (905) or (54)

15 AC00+ Gold ORDERING INFORMATION Hole Cleanin Tools and Accessories Cat No Description Wire brush for 7/6" hole (3/8" rod or #3 rebar), 63/4 lenth Wire brush for 9/6" hole (/2" rod or #4 rebar), 63/4 lenth Wire brush for /6" hole (5/8" rod or #5 rebar), 77/8 lenth Wire brush for 7/8" hole (3/4" rod or #6 rebar), 77/8 lenth Wire brush for " hole (7/8" rod or #7 rebar), 7/8 lenth Wire brush for /8" hole (" rod or #8 rebar), 7/8 lenth Wire brush for 3/8" hole (/4" rod or #9 rebar), 7/8 lenth Wire brush for /2" hole ( #0 rebar), 7/8 lenth SDSplus adapter for steel brushes Standard drill adapter for steel brushes (e.. Jacobs Chuck) Steel brush extension, 2 lenth Hand pump/dust blower (25 fl. oz. cylinder volume) Air compressor nozzle with extension, 8 lenth Adjustable torque wrench with /2 square drive (0 to 50 ft.) Adjustable torque wrench with /2 square drive (25 to 250 ft.) Adhesive cleanin 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), loves and safety lasses Std. Packae Stainless Steel Screen Tubes Cat. No. Description Drill Diameter Standard Carton /8" x 3 /2" Screen Tube* /2" /8" x 6" Screen Tube* /2" /8" x 8" Screen Tube* /2" /8" x 0" Screen Tube* /2" /8" x 2" Screen Tube* /2" /2" x 3 /2" Screen Tube 5/8" /2" x 6" Screen Tube 5/8" /2" x 8" Screen Tube* 5/8" /2" x 0" Screen Tube* 5/8" 25 Screen tubes are made from a 300 series stainless steel. The nominal diameter of the screen listed indicates the matchin rod diameter. *Includes extension tubin. Plastic Screen Tubes Cat. No. Description Drill Diameter /8 x 3/2 Plastic Screen / Adhesive Pistons Cat. No Description 7/8" Plu " Plu /8" Plu Drill Dia. 7/8 /8" /8 x 6 Plastic Screen 3/8 x 8 Plastic Screen /2 x 3/2 Plastic Screen /2 x 6 Plastic Screen 3/8" Plu /2" Plu 3/8 /2 Reinforcin Bar Size Threaded Rod Size Std. Ba Std. Ctd. #6 #7 #8 #9 #0 /2 /2 3/4 3/4 3/4 7/8 /4 Standard Carton Powers Fasteners, Inc. All Rihts Reserved. AC00+ Gold is a Reistered Trademark of Powers Fasteners, Inc. For the most current product information please visit Canada: (905) or (54) Powers USA: (800) or (94)