PROJECT SUBMITTAL. Power-Stud TM. Wedge Expansion Anchor PROJECT SUBMITTAL CONTENTS APPROVALS AND LISTINGS

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1 PROJECT SUBMITTAL Power-Stud TM Wedge Expansion Anchor Anchoring into Solid Concrete and Masonry Base Materials Anchor Diameter is the Same as the Hole Diameter Interlocking Clip Wedges Prevent Anchor Spinning During Installation Available in Zinc Plated Carbon Steel, Mechanically Galvanized, Type 304 and Type 316 Stainless Steels Rod Hanger and Tie-Wire Version also Available Typical Size Range: 1/4" diameter x 1-3/4" to 1-1/4" diameter x 12" Threaded Power-Stud Rod Hanger Power-Stud Tie-Wire Power-Stud PROJECT SUBMITTAL CONTENTS General Information Installation Specifications Material Specifications Performance Data Design Criteria Ordering Information APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICC-ES) ESR-132 (formerly listed in ICBO ES ER-22) Southern Building Code Conference International (SBCCI) #9943A City of Los Angeles (COLA) Research Report LARR Florida Building Code Approval FL Miami-Dade County Notice of Acceptance (NOA) Factory Mutual Research Corporation (FM Approvals) File No. J.I. OK3A9.AH Underwriters Laboratory (UL Listed) File No. EX1289 Federal GSA Specification Meets the proof load requirements of FF-S-32C, Group II, Type 4, Class 1 (superseded) and CID A-A-1923A, Type 4 Various North American Departments of Transportation (DOT) See including CALTRANS listing for Stud Mechanical Expansion Anchors Tested to ASTM E488 and AC01 Criteria for Mechanical Anchors Qualified for Seismic and Wind Applications

2 PRODUCT SUBMITTAL / SUBSTITUTION REQUEST TO: PROJECT: SPECIFIED ITEM: Section Page Paragraph Description PRODUCT SUBMITTAL / SUBSTITUTION REQUESTED: The attached submittal package includes the product description, specifications, drawings, and performance data for use in the evaluation of the request. SUBMITTED BY: Name: Signature: Company: Address: Date: Telephone: Fax: FOR USE BY THE ARCHITECT AND/OR ENGINEER Approved Approved as Noted Not Approved (If not approved, please briefly explain why the product was not accepted.) By: Date: Remarks:

3 Power-Stud TM TM Power-Stud Wedge Expansion Anchor PRODUCT DESCRIPTION The Power-Stud anchor, formerly known as the Rawl-Stud, is a fully threaded, torquecontrolled, wedge expansion anchor which is designed for consistent performance. It is available in threaded, rod hanger and tie-wire versions suitable for applications in solid concrete and grout-filled concrete masonry. The threaded version is produced in carbon steel and stainless steel to offer various levels of corrosion resistance depending on use. The drill bit diameter necessary for proper installation is the same as the anchor diameter. GENERAL APPLICATIONS AND USES Water Treatment Plants and Marine Applications Lighting Standards Sill Plates and Support Ledgers Structural Anchorage Retrofit Projects and Machinery Anchorage Seismic Attachments Food and Beverage Facilities FEATURES AND BENEFITS Heavy and medium duty all-purpose anchor Tested in accordance with ASTM E488 and AC01 criteria Qualified for seismic and wind load applications Drill bit diameter is the same as the anchor diameter Length ID stamped on each threaded anchor Anchors can be installed through the fixture, no need for hole spotting Chamfered impact section prevents damage to threads Length of holes can be over-drilled or bottomless Convenient, fully threaded body no shims required Clip design prevents spinning during installation APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICC-ES) ESR-132 (formerly listed in ICBO ES ER-22) Southern Building Code Conference International (SBCCI) #9943A City of Los Angeles (COLA) Research Report LARR Florida Building Code Approval FL Miami-Dade County Notice of Acceptance (NOA) Factory Mutual Research Corporation (FM Approvals) File No. J.I. OK3A9.AH Underwriters Laboratory (UL Listed) File No. EX1289 Federal GSA Specification Meets the proof load requirements of FF-S-32C, Group II, Type 4, Class 1 (superseded) and CID A-A-1923A, Type 4 Various North American Departments of Transportation (DOT) See including CalTrans listing for Stud Mechanical Expansion Anchors GUIDE SPECIFICATIONS CSI Divisions: 0311-Concrete Anchoring, Masonry Anchorage and 0090-Metal Fastenings. Expansion Anchors shall be Power-Stud anchors as supplied by Powers Fasteners, Inc., Brewster, NY. SECTION CONTENTS Page No. General Information Installation Specifications Material Specifications Performance Data Design Criteria Ordering Information... 2 Threaded Power-Stud Rod Hanger Power-Stud Tie-Wire Power-Stud HEAD STYLES Threaded Rod Hanger Tie-Wire ANCHOR MATERIALS Zinc Plated Carbon Steel Mechanically Galvanized Carbon Steel Type 304 Stainless Steel Type 316 Stainless Steel ANCHOR SIZE RANGE (TYP.) 1/4" diameter x 1-3/4" length to 1 1/4" diameter x 12" length SUITABLE BASE MATERIALS Normal-Weight Concrete Structural Lightweight Concrete Grouted Concrete Masonry 40 Canada: (90) or (14) Powers USA: (800) or (914)

4 Power-Stud TM INSTALLATION SPECIFICATIONS Carbon Steel Power-Stud Anchor Diameter, d Dimension 1/4" 3/8" 1/2" /8" 3/4" 7/8" 1" 1-1/4" ANSI Drill Bit Size, d bit () 1/4 3/8 1/2 /8 3/4 7/ /4 Fixture Clearance Hole, d h () /16 7/16 9/16 11/16 13/16 1/16 1-1/8 1-3/8 Thread Size (UNC) 1/4-20 3/8-16 1/2-13 /8-11 3/4-10 7/ /4-7 Nut Height () 7/32 21/64 7/16 3/64 41/64 3/4 /64 1 1/16 Washer O.D., d w () /8 13/16 1 1/16 1 3/ /4 2 1/2 3 Wrench Size () 7/16 9/16 3/4 1/16 1 1/8 1 /16 1 1/2 1 7/8 Max. Tightening Torque, T max (ft-lbs) Maximum tightening torque is listed for anchors installed in normal-weight concrete. Consult performance data tables for other base materials. Stainless Steel Power-Stud Anchor Diameter, d Dimension 1/4" 3/8" 1/2" /8" 3/4" 7/8" 1" ANSI Drill Bit Size, d bit () 1/4 3/8 1/2 /8 3/4 7/8 1 Fixture Clearance Hole, d h () /16 7/16 9/16 11/16 13/16 1/16 1-1/8 Thread Size (UNC) 1/4-20 3/8-16 1/2-13 /8-11 3/4-10 7/ Nut Height () 7/32 21/64 7/16 3/64 41/64 3/4 /64 Washer O.D (304 SS)., d w () /8 13/16 1 1/16 1 3/ /4 2 1/2 Washer O.D (316 SS)., d w () /8 7/8 1 1/4 1 1/2 1 3/4 2 2 Wrench Size () 7/16 9/16 3/4 1/16 1 1/8 1 /16 1 1/2 Max. Tightening Torque, T max (ft-lbs) Maximum tightening torque is listed for anchors installed in normal-weight concrete. Consult performance data tables for other base materials. Rod Hanger Power-Stud Rod Diameter, d Dimension 3/8" 1/2" /8" Anchor Diameter () 1/2 /8 7/8 ANSI Drill Bit Size, d bit () 1/2 /8 7/8 Thread Size (UNC) 3/8-16 1/2-13 /8-11 Tie-Wire Power-Stud Anchor Diameter, d Dimension 1/4" ANSI Drill Bit Size, d bit () 1/4 Tie-Wire Hole Size () 9/32 Head Height () 3/4 Nomenclature d = Diameter of anchor dbit = Diameter of drill bit dh = Diameter of fixture clearance hole dw = Diameter of washer h = Base material thickness. The minimum value of h should be 1.h v hv = Minimum embedment depth l = Overall length of anchor t = Fixture thickness Tmax = Maximum tightening torque Powers USA: (800) or (914) Canada: (90) or (14)

5 Power-Stud TM INSTALLATION PROCEDURES Threaded Stud Version Rod Hanger Version Tie-Wire Version Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/2" or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Standard B212.1 Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/2" or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Standard B212.1 Using the proper diameter bit, drill a hole into the base material to a depth of at least 1/2" or one anchor diameter deeper than the embedment required. The tolerances of the drill bit used should meet the requirements of ANSI Standard B212.1 Blow the hole clean of dust and other material. Do not expand the anchor prior to installation Blow the hole clean of dust and other material. Do not expand the anchor prior to installation Blow the hole clean of dust and other material. Do not expand the anchor prior to installation Position the washer on the anchor and thread on the nut. Drive the anchor through the fixture into the anchor hole until the nut and washer are firmly seated against the fixture. Be sure the anchor is driven to the required embedment depth. Thread the anchor onto the rod to be used along with a nut and washer. Drive the anchor into the hole until the anchor is at the required embedment depth. The anchor body should be recessed in the hole. Drive the anchor into the hole until the head is firmly seated against the base material. Be sure the anchor is driven to the required embedment depth. Tighten the anchor by turning the nut 3 to turns past finger tight or by applying the guide installation torque from the finger tight position. Run the nut and washer up to the concrete surface and tighten the anchor by turning the nut 3 to turns past finger tight or by applying the guide installation torque from the finger tight position. Set the anchor with a prying action using a claw hammer Canada: (90) or (14) Powers USA: (800) or (914)

6 Power-Stud TM MATERIAL SPECIFICATIONS Anchor Component Carbon Steel Power-Stud Mechanically Galvanized Power-Stud Anchor Body AISI 1018 (1/4" 3/4", lengths up to 7") AISI 1018 (1/4" 3/4", lengths up to 7") AISI 12L14 (7/8" 1-1/4" and all lengths over 7") AISI 12L14 (7/8" 1-1/4" and all lengths over 7") Nut Carbon Steel, ASTM A63, Grade A Carbon Steel, ASTM A63, Grade A AISI 1010 Carbon Steel, AISI 1010 Carbon Steel, Washer Meets Dimensional Requirements of Meets Dimensional Requirements of ANSI/ASME , Type A Plain ANSI/ASME , Type A Plain Expansion Wedge Tempered AISI 1010 Carbon Steel Type 304 Stainless Steel Zinc Plating ASTM B633, SC1, Type III (Fe/Zn ) ASTM B69, Class 6, Type I Anchor Component Type 304 Stainless Steel Power-Stud Type 316 Stainless Steel Power-Stud Anchor Body Type 304Cu (1/4" 3/4", lengths up to 7") Type 304 (7/8" 1", lengths over to 7") Type 316L Stainless Steel Nut Type 18-8 (300 Series) Stainless Steel Type 316L Stainless Steel Washer Type 18-8 (300 Series) Stainless Steel Type 316L Stainless Steel Expansion Wedge Type 304 Stainless Steel Type 316L Stainless Steel Stainless steel anchor components are passivated. Anchor Component Rod Hanger Power-Stud Tie-Wire Power-Stud Anchor Body AISI 12L14 Carbon Steel AISI 1018 Carbon Steel Expansion Wedge Tempered AISI 1010 Carbon Steel Tempered AISI 1010 Carbon Steel Zinc Plating ASTM B633, SC1, Type III (Fe/Zn ) ASTM B633, SC1, Type III (Fe/Zn ) Length Identification Mark A B C D E F G H I From 1/2" 1" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" " -1/2" Up to but not including 1" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" " -1/2" 6" Mark J K L M N O P Q R S T From 6" 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 9-1/2" 10" 11" 12" Up to but not including 6-1/2" 7" 7-1/2" 8" 8-1/2" 9" 9-1/2" 10" 11" 12" 13" Powers USA: (800) or (914) Canada: (90) or (14)

7 Power-Stud TM PERFORMANCE DATA Ultimate Load Capacities for Carbon and Stainless Steel Power-Stud in Normal-Weight Concrete 1,2 Anchor Diameter d 1/4 (6.4) 3/8 (9.) 1/2 (12.7) /8 (1.9) 3/4 (19.1) 7/8 (22.2) 1 (2.4) 1 1/4 (31.8) Minimum Embedment Depth h v Minimum Concrete Compressive Strength (f c ) 2,000 psi (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. (kn) (kn) (kn) (kn) (kn) (kn) 1 1/8 (28.6) 1,240 (.6) 1,80 (7.1) 1,440 (6.) 1,620 (7.3) 1,740 (7.8) 1,620 (7.3) 1 1/2 (38.1) 1,63 (7.4) 1,80 (7.1) 2,080 (9.4) 1,620 (7.3) 2,100 (9.) 1,620 (7.3) 2 (0.8) 1,900 (8.6) 1,80 (7.1) 2,080 (9.4) 1,620 (7.3) 2,100 (9.) 1,620 (7.3) 2 3/4 (69.9) 2,340 (10.) 1,6 (7.4) 2,360 (10.6) 2,070 (9.3) 2,3 (11.4) 2,080 (9.4) 1 /8 (41.3) 1,920 (8.6) 3,60 (16.0) 3,040 (13.7) 3,760 3,040 (13.7) 3,760 2 (0.8) 2,800 (12.6) 3,60 (16.0) 3,80 (17.3) 3,760 4,07 (18.3) 3,760 3 (76.2) 4,100 (18.) 3,60 (16.0) 6,020 (27.1) 3,760 6,02 (27.1) 3, /4 (108.0),04 (22.7) 3,840 (17.3) 6,020 (27.1),18 (23.3) 6,02 (27.1),18 (23.3) 2 1/4 (7.2) 3,440 (1.) 6,40 (29.4),60 (2.0) 6,800 (30.6) 6,40 (29.4) 6,800 (30.6) 3 (76.2),100 (23.0) 6,40 (29.4) 8,160 (36.7) 6,800 (30.6) 9,200 (41.4) 6,800 (30.6) 4 (101.6),700 (2.7) 6,40 (29.4) 8,160 (36.7) 6,800 (30.6) 9,200 (41.4) 6,800 (30.6) 6 (12.4) 7,910 (3.6) 7,02 (31.6) 9,0 (43.0) 7,190 (32.4) 10,730 (48.3) 7,190 (32.4) 2 3/4 (69.9) 6,240 (27.8) 9,280 (41.8) 8,300 (37.4) 11,900 (3.6) 9,860 (44.4) 11,900 (3.6) 4 (101.6) 9,600 (43.2) 9,280 (41.8) 10,82 (48.7) 11,900 (3.6) 13,49 (60.7) 11,900 (3.6) (127.0) 10,640 (47.3) 9,280 (41.8) 12,10 (6.3) 11,900 (3.6) 16,410 (73.8) 11,900 (3.6) 7 (177.8) 12,00 (.6) 9,760 (43.9) 1,880 (71.) 12,170 (4.8) 16,410 (73.8) 12,170 (4.8) 3 3/8 (8.7) 7,420 (33.0) 12,380 (.7) 10,000 (4.0) 1,060 (67.8) 12,40 (6.4) 1,060 (67.8) (127.0) 10,640 (47.3) 12,380 (.7) 14,630 (6.8) 1,060 (67.8) 17,26 (77.7) 1,060 (67.8) 6 (12.4) 10,640 (47.3) 12,380 (.7) 17,080 (76.9) 1,060 (67.8) 20,180 (90.8) 1,060 (67.8) 8 (203.2) 14,000 (62.3) 13,600 (61.2) 22,000 (99.0) 17,110 (77.0) 24,90 (112.1) 17,110 (77.0) 3 7/8 (98.4) 7,600 (34.2) 17,960 (80.8) 12,300 (.4) 24,160 (108.7) 17,300 (77.9) 24,160 (108.7) 4 1/2 (114.3) 9,600 (43.2) 17,960 (80.8) 1,620 (70.3) 24,160 (108.7) 20,07 (90.3) 24,160 (108.7) 3/4 (146.1) 10,640 (47.3) 17,960 (80.8) 19,880 (89.) 24,160 (108.7) 2,62 (11.3) 24,160 (108.7) 7 (177.8) 12,680 (6.4) 17,960 (80.8) 20,440 (92.0) 24,160 (108.7) 31,180 (140.3) 24,160 (108.7) 8 (203.2) 1,160 (67.4) 18,630 (83.8) 22,840 (101.6) 2,710 (11.7) 31,180 (140.3) 2,710 (11.7) 4 1/2 (114.3) 8,740 (39.3) 26,420 (118.9) 13,820 (62.2) 31,100 (140.0) 21,220 (94.4) 31,100 (140.0) 1/2 (139.7) 12,770 (7.) 26,420 (118.9) 20,280 (91.3) 31,100 (140.0) 27,800 (123.7) 31,100 (140.0) 6 1/2 (16.1) 16,60 (74.7) 26,420 (118.9) 2,48 (114.7) 31,100 (140.0) 34,360 (12.8) 31,100 (140.0) 8 (203.2) 22,360 (100.6) 26,420 (118.9) 27,040 (121.7) 31,100 (140.0) 44,220 (199.0) 31,100 (140.0) 9 (228.6) 26,19 (117.9) 27,020 (121.6) 34,20 (13.9) 32,370 (14.7) 44,220 (199.0) 32,370 (14.7) 1/2 (139.7) 16,800 (7.6) 26,980 (121.4) 36,92 (166.2) 7 (177.8) 2,360 (114.1) 3,410 (19.3) 44,84 (201.8) 10 (24.0) 28,800 (129.6) 2,280 (23.3) 60,690 (273.1) 1. The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. 2. Linear interpolation may be used to determine ultimate loads for intermediate embedments and compressive strengths Canada: (90) or (14) Powers USA: (800) or (914)

8 Power-Stud TM PERFORMANCE DATA Allowable Load Capacities for Carbon and Stainless Steel Power-Stud in Normal-Weight Concrete 1,2,3 Anchor Diameter d 1/4 (6.4) 3/8 (9.) 1/2 (12.7) /8 (1.9) 3/4 (19.1) 7/8 (22.2) 1 (2.4) 1 1/4 (31.8) Minimum Embedment Depth h v Minimum Concrete Compressive Strength (f c ) 2,000 psi (13.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. (kn) (kn) (kn) (kn) (kn) (kn) 1 1/8 (28.6) 310 (1.4) (1.6) (2.0) /2 (38.1) (2.3) 40 2 (2.4) 40 2 (0.8) 47 (2.1) (2.3) 40 2 (2.4) /4 (69.9) 8 (2.6) 41 (1.9) 90 (2.7) 20 (2.3) 63 (2.9) 20 (2.3) 1 /8 (41.3) 480 (2.2) 890 (4.0) 760 (3.4) 940 (4.2) 760 (3.4) 940 (4.2) 2 (0.8) 700 (3.2) 890 (4.0) 96 (4.3) 940 (4.2) 1,020 (4.6) 940 (4.2) 3 (76.2) 1,02 (4.6) 890 (4.0) 1,0 (6.8) 940 (4.2) 1,0 (6.8) 940 (4.2) 4 1/4 (108.0) 1,260 (.7) 960 (4.3) 1,0 (6.8) 1,29 (.8) 1,0 (6.8) 1,29 (.8) 2 1/4 (7.2) 860 (3.9) 1,63 (7.4) 1,390 (6.3) 1,700 (7.7) 1,63 (7.4) 1,700 (7.7) 3 (76.2) 1,27 (.7) 1,63 (7.4) 2,040 (9.2) 1,700 (7.7) 2,300 (10.4) 1,700 (7.7) 4 (101.6) 1,42 (6.4) 1,63 (7.4) 2,040 (9.2) 1,700 (7.7) 2,300 (10.4) 1,700 (7.7) 6 (12.4) 1,980 (8.9) 1,7 (7.9) 2,390 (10.8) 1,800 (8.1) 2,68 (12.1) 1,800 (8.1) 2 3/4 (69.9) 1,60 (6.9) 2,320 (10.4) 2,07 (9.3) 2,97 (13.4) 2,46 (11.1) 2,97 (13.4) 4 (101.6) 2,400 (10.8) 2,320 (10.4) 2,70 (12.2) 2,97 (13.4) 3,37 (1.2) 2,97 (13.4) (127.0) 2,660 (11.8) 2,320 (10.4) 3,130 (14.1) 2,97 (13.4) 4,10 (18.) 2,97 (13.4) 7 (177.8) 3,12 (13.9) 2,440 (11.0) 3,970 (17.9) 3,04 (13.7) 4,10 (18.) 3,04 (13.7) 3 3/8 (8.7) 1,8 (8.3) 3,09 (13.9) 2,00 (11.3) 3,76 3,13 (14.1) 3,76 (127.0) 2,660 (11.8) 3,09 (13.9) 3,660 (16.) 3,76 4,31 (19.4) 3,76 6 (12.4) 2,660 (11.8) 3,09 (13.9) 4,270 (19.2) 3,76,04 (22.7) 3,76 8 (203.2) 3,00 (1.6) 3,400 (1.3),710 (2.4) 4,280 (19.3) 6,22 (28.0) 4,280 (19.3) 3 7/8 (98.4) 1,900 (8.6) 4,490 (20.2) 3,07 (13.8) 6,040 (27.2) 4,32 (19.) 6,040 (27.2) 4 1/2 (114.3) 2,400 (10.8) 4,490 (20.2) 3,90 (17.6) 6,040 (27.2),30 (23.6) 6,040 (27.2) 3/4 (146.1) 2,660 (11.8) 4,490 (20.2) 4,970 (22.4) 6,040 (27.2) 6,90 (30.9) 6,040 (27.2) 7 (177.8) 3,170 (14.1) 4,490 (20.2),110 (23.0) 6,040 (27.2) 8,90 (38.2 ) 6,040 (27.2) 8 (203.2) 3,790 4,660 (21.0),710 (2.4) 6,430 (28.9) 7,79 (3.1) 6,430 (28.9) 4 1/2 (114.3) 2,18 (9.8) 6,60 (29.7) 3,4 (1.) 7,77 (3.0),30 (23.6) 7,77 (3.0) 1/2 (139.7) 3,19 (14.4) 6,60 (29.7),070 (22.8) 7,77 (3.0) 6,90 (30.9) 7,77 (3.0) 6 1/2 (16.1) 4,10 (18.7) 6,60 (29.7) 6,370 (28.7) 7,77 (3.0) 8,90 (38.2) 7,77 (3.0) 8 (203.2),90 (2.2) 6,60 (29.7) 6,760 (30.4) 7,77 (3.0) 11,0 (49.7) 7,77 (3.0) 9 (228.6) 6,0 (29.) 6,7 (30.4) 8,0 (38.) 8,09 (36.4) 11,0 (49.7) 8,09 (36.4) 1/2 (139.7) 4,200 (18.9) 10,20 (4.9) 6,74 (30.4) 10,20 (4.9) 9,230 (41.) 10,20 (4.9) 7 (177.8) 6,340 (28.) 10,20 (4.9) 8,8 (39.8) 10,20 (4.9) 11,210 (0.4) 10,20 (4.9) 10 (24.0) 7,200 (32.4) 10,20 (4.9) 13,070 (8.8) 10,20 (4.9) 1,17 (68.3) 10,20 (4.9) 1. Allowable load capacities listed are calculated using an applied safety factor of Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. 3. Allowable loads for anchors to resist short-term loads such as earthquake or wind may be increased by 33-1/3 percent for the duration of the load, where permitted by code. Powers USA: (800) or (914) Canada: (90) or (14)

9 Power-Stud TM PERFORMANCE DATA Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power-Stud in Structural Lightweight Concrete 1,2,3 Anchor Diameter d 1/4 (6.4) 3/8 (9.) 1/2 (12.7) /8 (1.9) 3/4 (19.1) Minimum Concrete Compressive Strength (f c ) Tension, lbs (kn) Max. M Shear, lbs (kn) Guide Embed. Torque Depth T max h v ft.-lbs. Ultimate Load Allowable Load Ultimate Load Allowable Load Ultimate Load Allowable Load Ultimate Load Allowable Load 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa),000 psi (34. MPa) f ć 3,000 psi (20.7 MPa) 1 1/ , (28.6) (3.2) (0.8) (4.3) (1.1) (.4) (1.4) (3.2) (0.8) 1 /8 1, , , , (41.3) (7.2) (8.7) (2.2) (10.4) (2.6) (8.3) (2.1) 3 (76.2) 2,860 (12.9) 71 (3.2) 1,840 (8.3) 460 (2.1) 2 1/4 2, , ,60 890,040 1,260 (7.2) (12.7) (3.2) (14.3) (3.6) (16.0) (4.0) (22.7) (.7) 3 (76.2) 4,020 (18.1) 1,00 (4.),040 (22.7) 1,260 (.7) (127.0) 4,200 (18.9) 1,00 (4.7),040 (22.7) 1,260 (.7) 2 3/4 4,380 1,09 4,980 1,24,80 1,39 6,940 1,73 (69.9) (19.7) (4.9) (22.4) (.6) (2.1) (6.3) (31.2) (7.8) 3 1/2 (88.9) 4,840 (21.8) 1,210 (.4) 6,940 (31.2) 1,73 (7.8) (127.0) 6,920 (31.1) 1,730 (7.8) 6,940 (31.2) 1,73 (7.8) 3 3/8,060 1,26,600 1,400 6,140 1,3 9,880 2,470 (8.7) (22.8) (.7) (2.2) (6.3) (27.6) (6.9) (44.) (11.1) 4 (101.6) 8,240 (37.1) 2,060 (9.3) 9,880 (44.) 2,470 (11.1) (127.0) 9,300 (41.9) 2,32 (10.) 9,880 (44.) 2,470 (11.1) 1. The values listed above are ultimate and allowable load capacities for anchors installed in sand-lightweight concrete. 2. Allowable load capacities are calculated using an applied safety factor of Linear interpolation may be used to determine loads for intermediate embedments and compressive strengths Canada: (90) or (14) Powers USA: (800) or (914)

10 Power-Stud TM PERFORMANCE DATA Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power-Stud Installed Through Metal Deck into Structural Lightweight Concrete 1,2,3,4 Anchor Diameter d 1/4 (6.4) 3/8 (9.) 1/2 (12.7) /8 (1.9) 3/4 (19.1) Max. Guide Torque T max ft.-lbs M Embed. Depth h v Lightweight Concrete over minimum 20 Gage Metal Deck, f c 3,000 (20.7 MPa) Minimum 1-1/2" Wide Deck Minimum 4-1/2" Wide Deck Ultimate Load Allowable Load Ultimate Load Allowable Load Tension Shear Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (kn) (kn) (kn) (kn) (kn) (kn) (kn) (kn) 1 1/ , , (28.6) (4.0) (8.3) (1.0) (2.1) (4.0) (8.3) (1.0) (2.1) 1 / , ,20 2, (41.3) (4.0) (12.6) (1.0) (3.2) (6.8) (12.6) (1.7) (3.2) , ,480 3,840 1, (76.2) (4.0) (12.6) (1.0) (3.2) (20.2) (17.3) (.0) (4.3) 2 1/4 1,400 2, ,200 4, ,19 (7.2) (6.3) (12.6) (1.6) (3.2) (14.4) (21.) (3.6) (.4) 3 1,400 2, ,60,960 1,140 1,490 (76.2) (6.3) (12.6) (1.6) (3.2) (20.) (26.8) (.1) (6.7) 4 1,400 2, ,360 7,40 1,90 1,88 (101.6) (6.3) (12.6) (1.6) (3.2) (28.6) (33.9) (7.2) (8.) 2 3/4 3,200 4, ,19 (69.9) (14.4) (21.) (3.6) (.4) 3 1/2,40 7,160 1,38 1,790 (88.9) (24.9) (32.2) (6.2) (8.1) 9,200 10,940 2,300 2,73 (127.0) (41.4) (49.2) (10.4) (12.3) 3 3/8 2,740 7, ,70 (8.7) (12.3) (31.) (3.1) (7.9) 10,840 12,70 2,710 3,140 (127.0) (48.8) (6.6) (12.2) (14.1) 1. The values listed above are ultimate and allowable load capacities for anchors installed in sand-lightweight concrete. 2. Allowable loads capacities are calculated using an applied safety factor of Tabulated load values are for anchors installed in the center of the flute. Spacing distances shall be in accordance with the spacing table for lightweight concrete listed in the Design Criteria section. Linear interpolation may be used for flute edge distances between those listed. Flute edge distance equals one-half the minimum deck width. 4. Anchors are permitted to be installed in the lower or upper flute of the metal deck provided the proper installation procedures are maintained. Powers USA: (800) or (914) Canada: (90) or (14)

11 Power-Stud TM PERFORMANCE DATA Anchor Dia. d 1/4 (6.4) 3/8 (9.) 1/2 (12.7) /8 (1.9) 3/4 (19.1) Ultimate and Allowable Load Capacities for Carbon and Stainless Steel Power-Stud in Grout-Filled Concrete Masonry 1,2,3 Max. Guide Torque T max ft.-lbs M Embed. Depth h v M Edge Distance M End Distance Grout-Filled Concrete Masonry f m 1,00 psi (10.4 MPa) Ultimate Load Allowable Load Tension Shear Tension Shear lbs. (kn) lbs. (kn) lbs. (kn) lbs. (kn) 1 1/8 3 3/4 3 3/4 1,230 1, (28.6) (9.3) (9.3) (.) (.) (1.1) (1.1) 2 1/4 3 3/4 1,670 1, (0.8) (133.4) (9.3) (7.) (.) (1.) (1.1) 1 /8 /8 /8 1,990 3, (41.3) (142.9) (142.9) (9.0) (14.6) (2.9) 3 7 7/8 /8 2,200 3, (76.2) (200.0) (142.9) (9.9) (14.6) (2.0) (2.9) 2 1/4 7 1/2 7 1/2 2,260 6, ,24 (7.2) (190.) (190.) (10.2) (28.0) (2.0) (.6) /2 7 1/2 2,620 6, ,24 (101.6) (266.7) (190.) (11.8) (28.0) (2.4) (.6) 2 3/4 9 3/8 9 3/8 3,170 7, ,6 (69.9) (238.1) (238.1) (14.3) (3.2) (2.9) (7.0) 13 1/8 9 3/8 3,780 7, ,6 (127.0) (333.4) (238.1) (17.0) (3.2) (3.4) (7.0) 3 3/8 11 1/4 11 1/4 4,08 9, ,90 (8.7) (28.8) (28.8) (18.4) (43.9) (3.7) (8.8) 1 3/4 11 1/4 4,420 9, ,90 (127.0) (400.1) (28.8) (19.9) (43.9) (4.0) (8.8) 1. Tabulated load values are for anchors installed in minimum 6-inch wide, Grade N, Type II, medium and normal-weight concrete masonry units conforming to ASTM C 90 that have reached the minimum designated ultimate compressive strength at the time of installation (f'm 1,00 psi). 2. Allowable load capacities listed are calculated using an applied safety factor of The tabulated values are for anchors installed at a minimum of 12 anchor diameters on center for 100 percent capacity. Spacing distances may be reduced to 6 anchor diameters on center provided the capacities are reduced by 0 percent. Linear interpolation may be used for intermediate spacing. DESIGN CRITERIA Combined Loading For anchors loaded in both shear and tension, the combination of loads should be proportioned as follows: Where: Nu = Applied Service Tension Load Nu 3 Vu 3 Nu Vu ( Nn ) + ( Vn ) 1 Nn = Allowable Tension Load OR ( Nn ) + ( Vn ) 1 Vu = Applied Service Shear Load Vn = Allowable Shear Load Load Adjustment Factors for Spacing and Edge Distances Anchor Installed in Normal-Weight Concrete Anchor Critical Distance Critical Minimum Distance Minimum Dimension Load Type (Full Anchor Capacity) Load Factor (Reduced Capacity) Load Factor Spacing (s) Tension and Shear s cr = 2.0hv F N = F v = 1.0 s min = hv F N = F v = 0.0 Edge Distance (c) Tension c cr = 12d FN = 1.0 c cr = d FN = 0.7 Shear c cr = 12d FV = 1.0 c cr = d FV = 0.3 Anchor Installed in Lightweight Concrete Anchor Critical Distance Critical Minimum Distance Minimum Dimension Load Type (Full Anchor Capacity) Load Factor (Reduced Capacity) Load Factor Spacing (s) Tension and Shear s cr = 2.0hv F N = F v = 1.0 s min = hv F N = F v = 0.0 Edge Distance (c) Tension c cr = 12d FN = 1.0 c cr = d FN = 0.9 Shear c cr = 12d FV = 1.0 c cr = d FV = Canada: (90) or (14) Powers USA: (800) or (914)

12 Power-Stud TM DESIGN CRITERIA Spacing Load Adjustment Factors for Normal-Weight and Lightweight Concrete (Continued Below) Spacing, Tension (F N) & Shear (F V) Dia. () 1/4 3/8 1/2 /8 h v () 1 1/8 1 1/ /4 1 / /4 2 1/ /4 3 1/2 4 7 s cr () 2 1/ /2 3 1/ /2 4 1/ / s min () 1 1/8 1 1/ /4 1 / /4 2 1/ /4 3 1/ / / / / / / / / / / / Spacing, s (inches) Spacing Load Adjustment Factors for Normal-Weight and Lightweight Concrete (Continued from Above) Spacing, Tension (F N) & Shear (F V) Dia. () 3/4 7/ /4 h v () 3 3/ /8 4 1/2 3/ /2 1/2 6 1/ / s cr () 6 3/ / / s min () 3 3/ /8 4 1/2 3/ /2 1/2 6 1/ / / / / / / / / / / Notes: Critical spacing (s cr ) is equal to 2 embedment depths (2h v ) at which the anchor achieves 100% of load. Minimum spacing (s min ) is equal to 1 embedment depth (h v ) at which the anchor achieves 0% of load. Spacing, s (inches) Powers USA: (800) or (914) Canada: (90) or (14)

13 Power-Stud TM DESIGN CRITERIA Edge Distance Load Adjustment Factors for Normal-Weight Concrete Edge Distance, Tension (F N) Diameter () 1/4 3/8 1/2 /8 3/4 7/ /4 c cr () 3 4 1/ / / c min () 1 1/4 1 7/8 2 1/2 3 1/8 3 3/4 4 3/8 6 1/4 1 1/ / / / / / / / / / / Edge Distance, c (inches) Notes: For anchors loaded in tension, the critical edge distance (c cr ) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (c min ) is equal to anchor diameters (d) at which the anchor achieves 7% of load. Edge Distance, Shear (F V) Diameter () 1/4 3/8 1/2 /8 3/4 7/ /4 c cr () 3 4 1/ / / c min () 1 1/4 1 7/8 2 1/2 3 1/8 3 3/4 4 3/8 6 1/4 1 1/ / / / / / / / / / / Edge Distance, c (inches) Notes: For anchors loaded in shear, the critical edge distance (c cr ) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (c min ) is equal to anchor diameters (d) at which the anchor achieves 3% of load. 0 Canada: (90) or (14) Powers USA: (800) or (914)

14 DESIGN CRITERIA Edge Distance Load Adjustment Factors for Lightweight Concrete Edge Distance, Tension (F N) Diameter () 1/4 3/8 1/2 /8 3/4 7/ /4 c cr () 3 4 1/ / / c min () 1 1/4 1 7/8 2 1/2 3 1/8 3 3/4 4 3/8 6 1/4 1 1/ / / / / / / / / / / Edge Distance, c (inches) Power-Stud TM Notes: For anchors loaded in tension, the critical edge distance (c cr ) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (c min ) is equal to anchor diameters (d) at which the anchor achieves 9% of load. Edge Distance, Shear (F V) Diameter () 1/4 3/8 1/2 /8 3/4 7/ /4 c cr () 3 4 1/ / / c min () 1 1/4 1 7/8 2 1/2 3 1/8 3 3/4 4 3/8 6 1/4 1 1/ / / / / / / / / / / Edge Distance, c (inches) Notes: For anchors loaded in shear, the critical edge distance (c cr ) is equal to 12 anchor diameters (12d) at which the anchor achieves 100% of load. Minimum edge distance (c min ) is equal to anchor diameters (d) at which the anchor achieves 30% of load. Powers USA: (800) or (914) Canada: (90) or (14)

15 Power-Stud TM ORDERING INFORMATION Carbon Steel Power-Stud Cat. No. Anchor Size M Embed. Thread Length Std. Box Std. Carton Wt./ /4" x 1 3/4" 1 1/8" 3/4" /4" x 2 1/4" 1 1/8" 1 1/4" / /4" x 3 1/4" 1 1/8" 2 1/4" / /8" x 2 1/4" 1 /8" 1 1/4" / /8" x 2 3/4" 1 /8" 1 /8" / /8" x 3" 1 /8" 1 7/8" / /8" x 3 1/2" 1 /8" 2 3/8" /8" x 3 3/4" 1 /8" 2 /8" / /8" x " 1 /8" 3 7/8" / /8" x 7" 1 /8" 7/8" /2" x 2 3/4" 2 1/4" 1 3/8" /2" x 3 3/4" 2 1/4" 2 3/8" /2" x 4 1/2" 2 1/4" 3 1/8" /2" x 1/2" 2 1/4" 4 1/8" /2" x 7" 2 1/4" /8" /2" x 8 1/2" 2 1/4" 7 1/8" /8" x 3 1/2" 2 3/4" 2" /8" x 4 1/2" 2 3/4" 3" /8" x " 2 3/4" 3 1/2" /8" x 6" 2 3/4" 4 1/2" /8" x 7" 2 3/4" 1/2" /8" x 8 1/2" 2 3/4" 7" /8" x 10" 2 3/4" 8 1/2" /4" x 4 1/4" 3 3/8" 2 3/8" /4" x 4 3/4" 3 3/8" 2 7/8" /4" x 1/2" 3 3/8" 3 /8" /4" x 6 1/4" 3 3/8" 4 3/8" /4" x 7" 3 3/8" 1/8" /4" x 8 1/2" 3 3/8" 6 /8" /4" x 10" 3 3/8" 8 1/8" /4" x 12" 3 3/8" 10 1/8" /8" x 6" 3 7/8" 2 3/4" /8" x 8" 3 7/8" 4 3/4" /8" x 10" 3 7/8" 6 3/4" " x 6" 4 1/2" 2 3/8" " x 9" 4 1/2" 3/8" " x 12" 4 1/2" 8 3/8" /4" x 9" 1/2" 4 3/4" /4" x 12" 1/2" 7 3/4" The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length. Mechanically Galvanized Power-Stud Cat. No. Anchor Size M Embed. Thread Length Std. Box Std. Carton Wt./ /2" x 2 3/4" 2 1/4" 1 3/8" /2" x 4 1/2" 2 1/4" 3 1/8" /2" x 1/2" 2 1/4" 4 1/8" /2" x 7" 2 1/4" /8" /8" x 3 1/2" 2 3/4" 2" /8" x 6" 2 3/4" 4 1/2" /4" x 4 3/4" 3 3/8" 2 7/8" /4" x 1/2" 3 3/8" 3 /8" /4" x 8 1/2" 3 3/8" 6 /8" /8" x 6" 3 7/8" 2 3/4" /8" x 8" 3 7/8" 4 3/4" " x 9" 4 1/2" 3/8" The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length. 2 Canada: (90) or (14) Powers USA: (800) or (914)

16 Power-Stud TM ORDERING INFORMATION Rod Hanger Power-Stud Cat. No. Rod Size Anchor Size Drill Dia. M Embed. Thread Depth Std. Box Std. Ctn. Wt./ /8" 1/2" x 2 3/8" 1/2" 2 1/4" 9/16" * 1/2" /8" x 2 1/2" /8" 2 3/4" 3/4" * /8" 7/8" x 3 1/4" 7/8" 3 7/8" 1/16" The published length is the overall length of the anchor. *Discontinued item once current stock is exhausted. Tie-Wire Power-Stud Cat. No. Size Tie-Wire Hole Size M Embed. Std. Box Std. Carton Wt./ /4" x 2" 9/32" 1 1/8" /4 The published length is the overall length of the anchor. Type 304 Stainless Steel Power-Stud Cat. No. Anchor Size M Embed. Thread Length Std. Box Std. Carton Wt./ /4" x 1 3/4" 1 1/8" 3/4" /4" x 2 1/4" 1 1/8" 1 1/4" / /4" x 3 1/4" 1 1/8" 2 1/4" / /8" x 2 1/4" 1 /8" 1 1/4" / /8" x 2 3/4" 1 /8" 1 /8" / /8" x 3" 1 /8" 1 7/8" / /8" x 3 1/2" 1 /8" 2 3/8" /8" x 3 3/4" 1 /8" 2 /8" / /8" x " 1 /8" 3 1/8" / /2" x 2 3/4" 2 1/4" 1 3/8" /2" x 3 3/4" 2 1/4" 2 3/8" /2" x 4 1/2" 2 1/4" 3 1/8" /2" x 1/2" 2 1/4" 4 1/8" /2" x 7" 2 1/4" /8" /8" x 3 1/2" 2 3/4" 2" /8" x 4 1/2" 2 3/4" 3" /8" x " 2 3/4" 3 1/2" /8" x 6" 2 3/4" 4 1/2" /8" x 7" 2 3/4" 1/2" /8" x 8 1/2" 2 3/4" 7" /4" x 4 1/4" 3 3/8" 2 3/8" /4" x 4 3/4" 3 3/8" 2 7/8" /4" x 1/2" 3 3/8" 3 /8" /4" x 6 1/4" 3 3/8" 4 3/8" /4" x 7" 3 3/8" 1/8" /4" x 8 1/2" 3 3/8" 6 /8" /4" x 10" 3 3/8" 8 1/8" /8" x 8" 3 7/8" 4 3/4" " x 6" 4 1/2" 2 3/8" " x 9" 4 1/2" 3/8" " x 12" 4 1/2" 8 3/8" The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length. Powers USA: (800) or (914) Canada: (90) or (14)

17 Power-Stud TM ORDERING INFORMATION Type 316 Stainless Steel Power-Stud Cat. No. Anchor Size M Embed. Thread Length Std. Box Std. Carton Wt./ /4" x 1 3/4" 1 1/8" 3/4" / /4" x 2 1/4" 1 1/8" 1 1/4" / /4" x 3 1/4" 1 1/8" 2 1/4" / /8" x 2 1/4" 1 /8" 1 1/4" / /8" x 2 3/4" 1 /8" 1 /8" / /8" x 3" 1 /8" 1 7/8" /8" x 3 1/2" 1 /8" 2 3/8" /8" x 3 3/4" 1 /8" 2 /8" /8" x " 1 /8" 3 1/8" / /2" x 2 3/4" 2 1/4" 1 3/8" /2" x 3 3/4" 2 1/4" 2 3/8" /2" x 4 1/2" 2 1/4" 3 1/8" /2" x 1/2" 2 1/4" 4 1/8" /2" x 7" 2 1/4" /8" /8" x 3 1/2" 2 3/4" 2" /8" x 4 1/2" 2 3/4" 3" /8" x " 2 3/4" 3 1/2" /8" x 6" 2 3/4" 4 1/2" /8" x 7" 2 3/4" 1/2" /8" x 8 1/2" 2 3/4" 7" /4" x 4 1/4" 3 3/8" 2 3/8" /4" x 4 3/4" 3 3/8" 2 7/8" /4" x 1/2" 3 3/8" 3 /8" /4" x 6 1/4" 3 3/8" 4 3/8" /4" x 7" 3 3/8" 1/8" /4" x 8 1/2" 3 3/8" 6 /8" The published length is the overall length of the anchor. Allow for fixture thickness plus one anchor diameter for the nut and washer thickness when selecting a length Powers Fasteners, Inc. All Rights Reserved. Power-Stud is a trademark of Powers Fasteners, Inc. 4 Canada: (90) or (14) Powers USA: (800) or (914)