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ETZ ICC EVALUATION Most Widely Accepted and Trusted SERVICE ICC-ES Report ESR-1976 ICC-ES I (800)423-6587 I (562) 699-0543 I www.icc-es.org Reissued 07/2016 This report is subject to renewal 07/2018. DIVISION:05 00 00—METALS SECTION: 05 05 23—METAL FASTENINGS REPORT HOLDER: ITW BUILDEX 700 HIGH GROVE BOULEVARD GLENDALE HEIGHTS, ILLINOIS 60139 EVALUATION SUBJECT: ITW BUILDEX TEKS® SELF-DRILLING FASTENERS ICC ICC ICCES LW.) PMG LISTED Look for the trusted marks of Conformity! RIMS, "2014 Recipient of Prestigious Western States Seismic Policy Council INTERNATIONAL (WSSPC)Award in Excellence" A Subsidiary of COOECOUNCIL ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not SCCcs$�fled specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ANSI Accredited Program OCPS to any finding or other matter in this report, or as to any product covered by the report. PROM,COOIFlBAIION ArmdditSCCN nU MOO Copyright© 2016 ICC Evaluation Service, LLC. All rights reserved. • EZ ICC EVALUATION `ALL SERVICE Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-1976 Reissued July 2016 This report is subject to renewal July 2018. www.icc-es.org I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:05 00 00—METALS depictions of the screws. Table 1 provides screw Section:05 05 23—Metal Fastenings descriptions (size, tpi, length), nominal diameters, head style, head diameters, point styles,drilling capacity ranges, REPORT HOLDER: length of load-bearing area and coatings. ITW BUILDEX 3.2 Material: 700 HIGH GROVE BOULEVARD ITW Buildex TEKS® Self-drilling Fasteners are case- GLENDALE HEIGHTS, ILLINOIS 60139 hardened from carbon steel conforming to ASTM A510, (800)848-5611 Grades 1018 to 1022, and are heat-treated and case- www.itwbuildex.com hardened to give them a hard outer surface necessary to technical0,itwccna.com cut internal threads in the joint material. Screws are coated with corrosion preventive coating identified as Climaseal®, EVALUATION SUBJECT: or are plated with electrodeposited zinc(E-Zinc)complying with the minimum corrosion resistance requirements of ITW BUILDEX TEKS®SELF-DRILLING FASTENERS ASTM F1941. 3.3 Cold-formed Steel: 1.0 EVALUATION SCOPE Cold-formed steel material must comply with one of the Compliance with the following codes: ASTM specifications listed in Section A2.1.1 of AISI • 2015, 2012, 2009 and 2006 International Building S100-12 and have the minimum specified tensile strengths Code°(IBC) shown in the tables in this report. • 2015,2012,2009 International Residential Code°(IRC) 4.0 DESIGN AND INSTALLATION • 2013 Abu Dhabi International Building Code(ADIBC)t 4.1 Design: tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced 4.1.1 General: Screw thread length and point style must in this report are the same sections in the ADIBC. be selected on the basis of thickness of the fastened Property evaluated: material and thickness of the supporting steel, respectively, based on the length of load-bearing area (see Figure 4) Structural and drilling capacity given in Table 1. 2.0 USES When tested for corrosion resistance in accordance with The ITW Buildex TEKS® Self-drilling Fasteners described ASTM B117, the screws meet the minimum requirement in this report are used in engineered or code-prescribed listed in ASTM F1941, as required by ASTM C1513, with connections of cold-formed steel framing and of sheet steel no white corrosion after three hours and no red rust after sheathing to cold-formed steel framing. 12 hours. 3.0 DESCRIPTION 4.1.2 Prescriptive Design: ITW Buildex TEKS Self- drilling Fasteners described in Section 3.1 are recognized 3.1 General: for use where ASTM C1513 screws of the same size and ITW Buildex TEKS® Self-drilling Fasteners are self-drilling head style/dimension are prescribed in the IRC and in the tapping screws complying with the material, process, and AISI standards referenced in IBC Section 2210. performance requirements of ASTM C1513. The screws 4.1.3 Engineered Design: ITW Buildex TEKS® Self- have either a hex washer head (HWH), an HWH with drilling Fasteners are recognized for use in engineered serrations, or a Phillips° (Type II) pan head. The screws connections of cold-formed steel construction. Design of are fully threaded, except where noted in Table 1, and the the connection must comply with Section E4 of AISI S100 screws' threads comply with ASME B18.6.4, and the (AISI-NAS for the 2006 IBC), using the nominal and screws' drill points and flutes are proprietary and are allowable fastener tension and shear strength for the designated as TEKS/1, TEKS/2, TEKS/3, TEKS/4, screws, shown in Table 5. Allowable connection strength TEKS/4.5, and TEKS/5. The screws have nominal sizes for use in Allowable Strength Design (ASD) for pull-out, of No.10 (0.190 inch), No.12 (0.216 inch), and 1/4 inch pullover, and shear (bearing) capacity for common sheet (0.250 inch), and lengths from 1/2 inch to 8 inches steel thicknesses are provided in Tables 2, 3, and 4, (12.70 mm to 203.20 mm). See Figures 1 through 3 for respectively, based upon calculations in accordance with ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed s` as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as .,. to any finding or other matter in this report,or as to any product covered by the report. Na„" "° - Copyright©2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 5 ESR-1976 I Most Widely Accepted and Trusted Page 2 of 5 AISI S100 (AISI-NAS for the 2006 IBC). Instructions on The screws must be installed perpendicular to the work how to calculate connection design strengths for use in surface, using a screw driving tool. The installation speed Load Resistance Factor Design (LRFD) are found in the for 1/4-inch TEKS/3, 1/4-inch TEKS/5, and #12 TEKS/5 footnotes of these tables. The connection strength values screws should not exceed 1,800 rpm; the installation are applicable to connections where the connected steel speed for all other screws should not exceed 2,500 rpm. elements are in direct contact with one another. For The screw must penetrate through the supporting steel connections subject to tension, the least of the allowable with a minimum of three threads protruding past the back pullout, pullover, and fastener tension strength found in side of the supporting steel. Tables 2, 3 and 5, respectively, must be used for design. 5.0 CONDITIONS OF USE For connections subject to shear,the lesser of the fastener shear strength and allowable shear (bearing) found in The ITW Buildex TEKS® Self-drilling Fasteners described Tables 5 and 4, respectively, must be used for design. in this report comply with, or are suitable alternatives to Design provisions for tapping screw connections what is specified in, those codes listed in Section 1.0 of subjected to combined shear and tension loading are this report,subject to the following conditions: outside the scope of this report. 5.1 Fasteners must be installed in accordance with the For screws used in framing connections, in order for the manufacturer's published installation instructions and screws to be considered fully effective, the minimum this report. In the event of a conflict between this spacing between the fasteners and the minimum edge report and the manufacturer's published installation distance must be three times the nominal diameter of the instructions,this report governs. screws, except when the edge is parallel to the direction of 5.2 The utilization of the nominal strength values the applied force, the minimum edge distance must be contained in this evaluation report, for the design of 1.5 times the nominal screw diameter. When the spacing cold-formed steel diaphragms, is outside the scope of between screws is 2 times the fastener diameter, the this report. connection shear strength values in Table 4 must be reduced by 20 percent (Refer to Section D1.5 of AISI 5.3 The allowable load values (ASD) specified in Section S200). 4.1 for screws or for screw connections are not permitted to be increased for short-duration loads, For screws used in applications other than framing such as wind or earthquake loads. connections, the minimum spacing between the fasteners must be three times the nominal screw diameter and the 5.4 Drawings and calculations verifying compliance with minimum edge and end distance must be 1.5 times the this report and the applicable code must be submitted nominal screw diameter. Additionally, under the 2009 and to the code official for approval. The drawings and 2006 IBC, when the distance to the end of the connected calculations are to be prepared by a registered design part is parallel to the line of the applied force,the allowable professional when required by the statutes of the connection shear strength determined in accordance with jurisdiction in which the project is to be constructed. Section E4.3.2 of Appendix A of AISI S100-07 or AISI- 6.0 EVIDENCE SUBMITTED NAS,as applicable,must be considered. Data in accordance with the ICC-ES Acceptance Criteria Connected members must be checked for rupture in for Tapping Screw Fasteners (AC118), dated February accordance with Section E6 of AISI S100-12 for the 2015 2016. IBC (Section E5 of AISI S100-07/52-10 for the 2012 IBC; 7.0 IDENTIFICATION Section E5 of AISI S100-07 for the 2009 IBC). 4.2 Installation: ITW Buildex TEKS® Self-drilling Fastener heads are marked with "BX" as shown in Figures 1 through 3. Each Installation of ITW Buildex TEKS® Self-drilling Fasteners box of fasteners has a label bearing the company name must be in accordance with the manufacturer's published (ITW Buildex), fastener description (model, point type, installation instructions and this report. The manufacturer's diameter and length), lot number, and the evaluation report published installation instructions must be available at the number(ESR-1976). jobsite at all times during installation. 11 1111111111111�t�1111�111r��t X I�tlll�1111111111 i � *All FIGURE FIGURE 1—HEX WASHER HEAD(HWH) FIGURE 2—HWH WITH SERRATIONS LOA) BEAR NG AREA �1111111111111111�i111tI\ 1 1t 4 FIGURE 3—PHILLIPS PAN HEAD FIGURE 4—LENGTH OF LOAD-BEARING AREA ESR-1976 I Most Widely Accepted and Trusted Page 3 of 5 TABLE 1-TESK®SELF-DRILLING TAPPING SCREWS DESCRIPTION NOMINAL HEAD DRILLING CAPACITY3 LENGTH OF HEAD DRILL (in.) LOAD (nom.size-tpi x DIAMETER DIAMETER COATING length) (inch) STYLE (inch) POINT Min. Max. BEARING AREA (inch) 10-16 x 3/4" 0.190 HWH 0.400 TEKS/1 0.018 0.095 0.220 Climaseal 12-14 x 3/4" 0.216 HWH 0.415 TEKS/1 0.018 0.095 0.205 Climaseal 1/4-14 x 7/8" 0.250 HWH 0.415 TEKS/1 0.018 0.095 0.380 Climaseal 10-16 x 1/2" 0.190 Pan 0.365 TEKS/3 0.036 0.175 0.150 Climaseal 10-16 x 5/8' 0.190 Pan 0.365 TEKS/3 0.036 0.175 0.200 Climaseal 10-16 x 3/4" 0.190 Pan 0.365 TEKS/3 0.036 0.175 0.325 Climaseal 10-16 x 1/2" 0.190 HWH 0.400 TEKS/3 0.036 0.175 0.150 Climaseal 10-16 x 5/5" 0.190 HWH 0.400 TEKS/3 0.036 0.175 0.200 Climaseal 10-16 x 3/4" 0.190 HWH 0.400 TEKS/3 0.036 0.175 0.325 Climaseal 10-16 x 1" 0.190 HWH 0.400 TEKS/3 0.036 0.175 0.575 Climaseal 10-16 x 1" 0.190 Pan 0.365 TEKS/3 0.036 0.175 0.575 Climaseal 10-16 x 1'/4' 0.190 HWH 0.400 TEKS/3 0.036 0.175 0.825 Climaseal 10-16 x 11/2' 0.190 HWH 0.400 TEKS/3 0.036 0.175 1.075 Climaseal 10-16 x 3/4" 0.190 HWH2 0.435 TEKS/3 0.036 0.175 0.323 E-Zinc 12-14 x 3/4" 0.216 HWH 0.415 TEKS/3 0.036 0.210 0.270 Climaseal 12-14 x 1" 0.216 HWH 0.415 TEKS/3 0.036 0.210 0.520 Climaseal 12-14 x 11/4" 0.216 HWH 0.415 TEKS/2 0.036 0.210 0.550 Climaseal 12-14 x 11/2' 0.216 HWH 0.415 TEKS/2 0.036 0.210 0.800 Climaseal 12-14 x 2" 0.216 HWH 0.415 TEKS/3 0.036 0.210 1.450 Climaseal 12-14 x 21/2' 0.216 HWH 0.415 TEKS/3 0.036 0.210 1.950 Climaseal 12-14 x 3" 0.216 HWH 0.415 TEKS/3 0.036 0.210 2.450 Climaseal 12-14 x 4" 0.216 HWH 0.415 TEKS/3 0.036 0.210 3.450 Climaseal 1/4-14x3/4" 0.250 HWH 0.500 TEKS/3 0.036 0.210 0.210 Climaseal 1/4-14 x 1" 0.250 HWH 0.500 TEKS/3 0.036 0.210 0.400 Climaseal 1/4-14 x 11/4" 0.250 HWH 0.500 TEKS/3 0.036 0.210 0.650 Climaseal 1/4-14 x 11/2" 0.250 HWH 0.500 TEKS/3 0.036 0.210 0.900 Climaseal 1/4-14 x 2" 0.250 HWH 0.500 TEKS/3 0.036 0.210 1.400 Climaseal 1/4-14 x 21/2' 0.250 HWH 0.500 TEKS/3 0.036 0.210 1.900 Climaseal 1/4-14 x 3" 0.250 HWH 0.500 TEKS/3 0.036 0.210 2.400 Climaseal 1/4-14 x 4" 0.250 HWH 0.500 TEKS/3 0.036 0.210 3.400 Climaseal 1/4-14 x 3/4' 0.250 HWH2 0.610 TEKS/3 0.036 0.210 0.250 Climaseal 1/4-14 x 1" 0.250 HWH2 0.610 TEKS/3 0.036 0.210 0.500 Climaseal 12-24 x 7/8" 0.216 HWH 0.415 TEKS/4 0.125 0.250 0.325 Climaseal 12-24 x 11/4" 0.216 HWH 0.415 TEKS/4.5 0.125 0.375 0.575 Climaseal 12-24 x 11/4" 0.216 HWH 0.415 TEKS/5 0.125 0.500 0.375 Climaseal 12-24 x 11/2' 0.216 HWH 0.415 TEKS/5 0.125 0.500 0.625 Climaseal 12-24 x 2" 0.216 HWH 0.415 TEKS/5 0.125 0.500 1.125 Climaseal 1/4-28 x 3" 0.250 HWH 0.415 TEKS/5 0.125 0.500 2.150 Climaseal 1/4-28x4" 0.250 HWH 0.415 TEKS/5 0.125 0.500 3.150 Climaseal 1/4-28 x 5i5 0.250 HWH 0.605 TEKS/5 0.125 0.500 4.150 Climaseal 1/4-28 x 6"5 0.250 HWH 0.605 TEKS/5 0.125 0.500 5.150 Climaseal 1/4-28 x 8i5 0.250 HWH 0.605 TEKS/5 0.125 0.500 7.150 Climaseal For SI:1 inch=25.4 mm. 'Screw dimensions comply with ASME B18.6.4(nom.size=nominal screw size,tip=threads per inch,length=inches). 2HWH with serrations. 3 Drilling capacity refers to the minimum and maximum total allowable thicknesses of material the fastener is designed to drill through,including any space between the layers. °Length of load-bearing area is the total screw length minus the length from the screw point to the third full thread.See Figure 4. 5Partially threaded. ESR-1976 I Most Widely Accepted and Trusted Page 4 of 5 TABLE 2-ALLOWABLE TENSILE PULL-OUT LOADS(PNoT/O),pounds-force''2'3'4'5 Steel F.=45 ksi,Applied Factor of Safety,52=3.0 Screw Nominal Design Thickness of Member Not in Contact with the Screw Head(in) Designation Di(n,ter 0.018 0.024 0.030 0.036 0.048 0.060 0.075 0.105 0.125 0.187 0.250 10-16 0.190 44 58 73 87 116 145 182 254 303 6 6 12-14,12-24 0.216 50 66 83 99 132 165 207 289 344 515 689 1/4-14,1/4-28 0.250 57 77 96 115 153 191 239 335 398 596 797 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. 'For tension connections,the least of the allowable pull-out,pullover,and fastener tension strength found in Tables 2,3,and 5,respectively,must be used for design. 'ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. 3The allowable pull-out capacity for other member thickness can be determined by interpolating within the table. 4To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD c factor of 0.5. 'For F„=58 ksi,multiply values by 1.29;for F„=65 ksi,multiply values by 1.44. 6Outside drilling capacity limits. TABLE 3-ALLOWABLE TENSILE PULLOVER LOADS(PNov/Q),pounds-force''3'3'4'5 Steel Fu=45 ksi,Applied Factor of Safety,0=3.0 Head or Design Thickness of Member in Contact with the Screw Head(in) Screw Nominal Integral Designation Diameter Washer 0.018 0.024 0.030 0.036 0.048 0.060 0.075 0.105 0.125 0.187 0.250 (in.) Diameter (in.) Hex Washer Head(HWH) 10-16 0.190 0.400 162 216 270 324 432 540 675 945 1125 6 6 12-14,12-24 0.216 0.415 168 224 280 336 448 560 700 980 1167 1746 2334 1/4-14,1/4-28 0.250 0.500 203 270 338 405 540 675 844 1181 1406 2104 2813 HWH with Serrations 10-16 0.190 0.435 176 235 294 352 470 587 734 1028 1223 6 6 1/4-14 0.250 0.610 203 270 338 405 540 675 844 1181 1406 2104 6 Phillips Pan Head 10-16 0.190 0.365 148 197 246 296 394 493 616 862 1027 6 6 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. 'For tension connections,the lower of the allowable pull-out,pullover,and fastener tension strength found in Tables 2,3,and 5,respectively must be used for design. 2ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. 3The allowable pull-over capacity for other member thickness can be determined by interpolating within the table. 4To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD factor of 0.5. 'For Fu=58 ksi,multiply values by 1.29;for Fu=65 ksi,multiply values by 1.44. 6Outside drilling capacity limits. ESR-1976 I Most Widely Accepted and Trusted Page 5 of 5 TABLE 4-ALLOWABLE SHEAR(BEARING)CAPACITY(PNs/S2),pounds-force''2'3.4'5 Steel Fu=45 ksi,Applied Factor of Safety,f2=3.0 Design Design Thickness of Member in Contact with the Screw Head(in) Thickness of Screw Nominal Member Not Designation Diameter in Contact g (in.) with the 0.018 0.024 0.030 0.036 0.048 0.060 0.075 0.105 0.125 0.187 0.250 Screw Head (in) 0.018 66 66 66 66 66 66 66 66 66 0.024 102 102 102 102 102 102 102 102 102 0.030 111 143 143 143 143 143 143 143 143 0.036 120 152 185 188 188 188 188 188 188 10-16 0.190 0.048 139 168 199 228 289 289 289 289 289 0.060 139 185 213 239 327 404 404 404 404 0.075 139 185 231 251 337 427 564 564 564 0.105 139 185 231 277 356 436 570 808 808 0.125 139 185 231 277 369 442 571 808 962 0.018 71 71 71 71 71 71 71 71 71 71 71 0.024 109 109 109 109 109 109 109 109 109 109 109 0.030 125 152 152 152 152 152 152 152 152 152 152 0.036 136 170 205 200 200 200 200 200 200 200 200 0.048 157 190 223 253 308 308 308 308 308 308 308 12-14 0.216 0.060 157 210 240 266 362 430 430 430 430 430 430 12-24 0.075 157 210 262 282 375 468 601 601 601 601 601 0.105 157 210 262 315 402 483 624 919 919 919 919 0.125 157 210 262 315 420 494 629 919 1094 1094 1094 0.187 157 210 262 315 420 525 642 919 1094 1636 1636 0.250 157 210 262 315 420 525 656 919 1094 1636 2187 0.018 76 76 76 76 76 76 76 76 76 76 76 0.024 117 117 117 117 117 117 117 117 117 117 117 0.030 142 164 164 164 164 164 164 164 164 164 164 0.036 156 193 215 215 215 215 215 215 215 215 215 0.048 182 218 253 283 331 331 331 331 331 331 331 1/4 1 s 0.250 0.060 182 243 276 300 406 463 463 463 463 463 463 t /4-28 0.075 182 243 304 322 424 521 647 647 647 647 647 0.105 182 243 304 365 461 544 694 1063 1063 1063 1063 0.125 182 243 304 365 486 560 703 1063 1266 1266 1266 0.187 182 243 304 365 486 608 731 1063 1266 1893 1893 0.250 182 243 304 365 486 608 759 1063 1266 1893 2531 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. 'The lower of the allowable shear(bearing)and the allowable fastener shear strength found in Tables 4 and 5,respectively,must be used for design. 'ANSI/ASME standard screw diameters were used in the calculations and are listed in the tables. 3The allowable bearing capacity for other member thickness can be determined by interpolating within the table. 4To calculate LRFD values,multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD ID factor of 0.5. 5For Fu=58 ksi,multiply values by 1.29;for Fu=65 ksi,multiply values by 1.44. 6Shear values do not apply to 5,6 and 8-inch-long'/4-28 screws,due to the fact that they are not fully threaded. TABLE 5-FASTENER STRENGTH OF SCREWS"'2'3'4'5 SCREW DIAMETER ALLOWABLE FASTENER STRENGTH NOMINAL FASTENER STRENGTH DESIGNATION (in.) Tensile,P./i2(Ib) Shear,Pan(Ib) Tensile,Pt,(Ib) Shear,P.(Ib) 10-16 0.190 885 573 2654 1718 12-14 0.216 1184 724 3551 2171 12-24 0.216 1583 885 4750 2654 1/4-14 0.250 1605 990 4816 2970 1/4-28 0.250 1922 1308 5767 3925 For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. 'For tension connections,the least of the allowable pull-out,pullover,and fastener tension strength found in Tables 2,3,and 5,respectively,must be used for design. 'For shear connection,the lower of the allowable shear(bearing)and the allowable fastener shear strength found in Table 4 and 5,respectively,must be used for design. 3See Section 4.1 for fastener spacing and end distance requirements. 4Nominal strengths are based on laboratory tests; 5To calculate LRFD values,multiply nominal strength values by the LRFD m factor of 0.5. Steel Base Plate Design Project Information Project Name Hendee Radial Canopy Design Criteria The base plate and anchorage system are designed for loads up to Dead Load Actual Live Load 5 psf Roof Snow Load 50 psf Ultimate Wind Speed 115 mph General Information Code Ref:AISC 360,ACI 318 Base Pressure Distribution Rectangular Foundation Base Plate Stiffeners Yes Column Section HSS12X8X1/2 cp= 0.65 cp= 0.9 fc= 3500 psi Area= 7.07 ft2 fP(max)= 3.10 ksi Base Plate Thickness Provided,tprov= 1 1/4 in Dimension along Major Axis, N= 22 in Dimension along Minor Axis,B= 18 in Edge Clear Distance= 1.5 in F2= 36 ksi LRFD Forces Vertical Load, P = 19.5 k Overturning Moment, M = 111 k-ft Shear Force,V = 3 k Analysis and Design Base Plate m= 5.23 in AISC 14-2 n= 5.23 in AISC 14-3 x= 3.73 in AISC 14-4&14-5&14-6a tmin= 1/2 in tprov tmin ok Anchor Rods #of Anchor Rods= 6 Tension per anchor,T = 19.0 k Shear per anchor,V,= 0.50 k (1)-in= 34.8 k Hilti Technical Guide cfUn= 25.3 k Hilti Technical Guide Interaction 0.367 ACI 17.6 ok Base Plate Design ok 57 I Ftttt-'�•''' 5g5V GL,},TF_ Z WC.Kti ,Ss ,C.4L c✓a nT.e..„, / f ..Q :®��a p r AV ----1P r , oa 1... -0 i„ .1---.N\\\ y .i.: _ _ L _ NII ! ,; ., . , jfr „ss,2...„ , 7 .., .. _ .... V5 aP Gtt i , S- 7.,,sc. n a‘,/12A75 , •531 " Yt, :. 1ft {: (. —I— 4 ----"` ; 2sr ( ti 5-)3 �, yKs,s� 7 5- ; t ,'gyp= -t'n , Fept. k-\14~ VOT. ?..c„ S , = '70,1,k. ( N4h,Nwo- . Ffi,r"' tdtt i 1> \,tii,,,r' tip . 3(70:S)( S.".) 1227 l'._M 1\,,,;,,,I,,,,, Cr.°t7cSvx ?►.L Adhesive Anchoring Systems HIT-HY 200 Adhesive Anchoring System 3.2.3 Table 40-Hilti HIT-HY 200 adhesive design strength with concrete/bond failure for threaded rod in cracked concrete 1'2'3'4'5'6'7'8'9 Nominal Tension-4Nn or N, Shear-ctV°or V, anchor Effective to=2500 psi f =3000 psi f'°=4000 psi f"°=6000 psi lc=2500 psi f"°=3000 psi f'°=4000 psi f"°=6000 psi diameter embedment (17.2 Mpa) (20.7 Mpa) (27.6 Mpa) (41.4 Mpa) (17.2 Mpa) (20.7 Mpa) (27.6 Mpa) (41.4 Mpa) in. in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) 2-3/8 1,900 1,900 1,900 2,015 2,045 2,045 2,045 2,165 (60) (8.5) (8.5) (8.5) (9.0) (9.1) (9.1) (9.1) (9.6) 3-3/8 2,700 2,700 2,700 2,860 5,810 5,810 5,810 6,160 3/8 (86) (12.0) (12.0) (12.0) (12.7) (25.8) (25.8) (25.8) (27.4) 4-1/2 3,600 3,600 3,600 3,815 7,750 7,750 7,750 8,215 (114) (16.0) (16.0) (16.0) (17.0) (34.5) (34.5) (34.5) (36.5) 7-1/2 5,995 5,995 5,995 6,355 12,915 12,915 12,915 13,690 (191) (26.7) (26.7) (26.7) (28.3) (57.4) (57.4) (57.4) (60.9) 2-3/4 2,520 2,760 2,950 3,130 5,425 5,945 6,355 6,735 (70) (11.2) (12.3) (13.1) (13.9) (24.1) (26.4) (28.3) (30.0) 4-1/2 4,830 4,830 4,830 5,120 10,400 10,400 10,400 11,025 1/2 (114) (21.5) (21.5) (21.5) (22.8) (46.3) (46.3) (46.3) (49.0) 6 6,440 6,440 6,440 6,825 13,870 13,870 13,870 14,700 (152) (28.6) (28.6) (28.6) (30.4) (61.7) (61.7) (61.7) (65.4) 3.2.3 10 10,730 10,730 10,730 11,375 23,115 23,115 23,115 24,500 (254) (47.7) (47.7) (47.7) (50.6) (102.8) (102.8) (102.8) (109.0) 3-1/8 3,050 3,345 3,860 4,470 6,575 7,200 8,315 9,625 (79) (13.6) (14.9) (17.2) (19.9) (29.2) (32.0) (37.0) (42.8) 5-5/8 7,370 7,590 7,590 8,045 15,875 16,345 16,345 17,325 5/8 (143) (32.8) (33.8) (33.8) (35.8) (70.6) (72.7) (72.7) (77.1) 7-1/2 10,120 10,120 10,120 10,725 21,790 21,790 21,790 23,100 (191) (45.0) (45.0) (45.0) (47.7) (96.9) (96.9) (96.9) (102.8) 12-1/2 16,865 16,865 16,865 17,875 36,320 36,320 36,320 38,500 (318) (75.0) (75.0) (75.0) (79.5) (161.6) (161.6) (161.6) (171.3) 3-1/2 3,620 3,965 4,575 5,605 7,790 8,535 9,855 12,070 (89) (16.1) (17.6) (20.4) (24.9) (34.7) (38.0) (43.8) (53.7) 6-3/4 9,690 10,615 10,980 11,635 20,870 22,860 23,645 25,065 3/4 (171) (43.1) (47.2) (48.8) (51.8) (92.8) (101.7) (105.2) (111.5) 9 14,640 14,640 14,640 15,515 31,530 31,530 31,530 33,420 (229) (65.1) (65.1) (65.1) (69.0) (140.3) (140.3) (140.3) (148.7) 15 24,395 24,395 24,395 25,860 52,550 52,550 52,550 55,700 (381) (108.5) (108.5) (108.5) (115.0) (233.8) (233.8) (233.8) (247.8) 3-1/2 3,620 3,965 4,575 5,605 7,790 8,535 9,855 12,070 (89) (16.1) (17.6) (20.4) (24.9) (34.7) (38.0) (43.8) (53.7) 7-7/8 12,210 12,665 12,665 13,425 26,300 27,275 27,275 28,910 7/8 (200) (54.3) (56.3) (56.3) (59.7) (117.0) (121.3) (121.3) (128.6) 10-1/2 16,885 16,885 16,885 17,900 36,370 36,370 36,370 38,550 (267) (75.1) (75.1) (75.1) (79.6) (161.8) (161.8) (161.8) (171.5) 17-1/2 28,140 28,140 28,140 29,830 60,615 60,615 60,615 64,250 (445) (125.2) (125.2) (125.2) (132.7) (269.6) (269.6) (269.6) (285.8) 4 4,420 4,840 5,590 6,845 9,520 10,430 12,040 14,750 (102) (19.7) (21.5) (24.9) (30.4) (42.3) (46.4) (53.6) (65.6) 9 14,920 16,340 16,615 17,610 32,130 35,195 35,785 37,930 1 (229) (66.4) (72.7) (73.9) (78.3) (142.9) (156.6) (159.2) (168.7) 12 22,150 22,150 22,150 23,480 47,710 47,710 47,710 50,575 (305) (98.5) (98.5) (98.5) (104.4) (212.2) (212.2) (212.2) (225.0) 20 36,920 36,920 36,920 39,135 79,520 79,520 79,520 84,290 (508) (164.2) (164.2) (164.2) - (174.1) (353.7) (353.7) (353.7) (374.9) 5 6,175 6,765 7,815 9,570 13,305 14,575 16,830 20,610 (127) (27.5) (30.1) (34.8) (42.6) (59.2) (64.8) (74.9) (91.7) 11-1/4 20,850 22,840 26,130 27,700 44,905 49,190 56,285 59,660 1 1/4 (286) (92.7) ) (116.2) (123.2) (199.7) (218.8) (250.4) (265.4) 15 32,095 34,840 34,840 36,935 69,135 75,045 75,045 79,545 (381) (142.8) 1155.0) (155.0) (164.3) (307.5) (333.8) (333.8) (353.8) 25 58,070 58;0 0 58,070 61,555 125,075 125,075 125,075 132,580 (635) (258.3) (258.3) (258.3) (273.8) (556.4) (556.4) (556.4) (589.7) 1 See section 3.1.7 for explanation on development of load values. 2 See section 3.1.7.3 to convert design strength(factored resistance)value to ASD value. 3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 4 Apply spacing,edge distance,and concrete thickness factors in tables 42-55 as necessary.Compare to the steel values in table 41. The lesser of the values is to be used for the design. 5 Data is for temperature range A:Max.short term temperature=104°F(40°C),max.long term temperature=75°F(24°C). For temperature range B:Max.short term temperature=176°F(80°C),max.long term temperature=122°F(50°C)multiply above value by 0.80. For temperature range C:Max.short term temperature=248°F(120°C),max.long term temperature=162°F(72°C)multiply above value by 0.70. Short term elevated concrete temperatures are those that occur over brief intervals,e.g.,as a result of diurnal cycling.Long term concrete temperatures are roughly constant over significant periods of time. 6 Tabular values are for dry concrete conditions.For water saturated concrete multiply design strength(factored resistance)by 0.85. 7 Tabular values are for short term loads only.For sustained loads including overhead use,see section 3.1.7.5. 8 Tabular values are for normal weight concrete only.For lightweight concrete,multiply design strength(factored resistance)by A.as follows: For sand-lightweight,A.=0.51.For all-lightweight,A.=0.45. 9 Tabular values are for static loads only.For seismic loads,multiply cracked concrete tabular values by the following reduction factors: 3/8-in to 3/4-in diameter-a . =0.60 7/8-in to 1-1/4-in diameter-ct,=0.75 See section 3.1.7.4 for additional information on seismic applications. Hilti,Inc.(US)1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti(Canada)Corp.1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2014 83 Adhesive Anchoring Systems 3.2.3 HIT-HY 200 Adhesive Anchoring System Table 41 -Steel design strength for Hilti HAS threaded rods 3 HAS-Es HAS Super ASTM A193 B75 HAS SS AISI 304/316 SS5 Nominal anchor Tensile' Shear2 Tensile' Shear2 Tensile' Shear2 diameter ON. $Vaa gNaa clVaa JNaa cl)Vaa in. lb(kN) lb(kN) a5B15v° lb(kN) lb(kN) Gseia.v4 lb(kN) lb(kN) aaa;s,v" 3,655 1,685 7,265 3,150 5,040 2,325 0 7 3/8 (16.3) (7.5) 0.7 (32.3) (14.0) 0.7 (22.4) (10.3) 6,690 3,705 13,300 6,915 9,225 5,110 0 7 1/2 (29.8) (16.5) 0 7 (59.2) (30.8) 0.7 (41.0) (22.7) 5/8 10,650 5,900 21,190 11,020 14,690 8,135 07 (47.4) (26.2) 0.7 (94.3) (49.0) 0.7 (65.3) (36.2) 15,765 8,730 31,360 16,305 18,480 10,235 0 7 3/4 (70.1) (38.8) 0.7 (139.5) (72.5) 0.7 (82.2) (45.5) 21,755 12,050 43,285 22,505 25,510 14,125 0.7 7/8 (96.8) (53.6) 0.7 (192.5) (100.1) 0.7 (113.5) (62.8) 28,540 15,805 56,785 29,525 33,465 18,535 1 0.7 (LI �3a_ 0.7 (252.6) (131.3) 0.7 (148.9) (82.4) 45,670 25,295 90,850 47,240 53,540 29,655 0.7 1-1/4 203.1) (112.5 0.7 (404.1) (210.1) 0.7 (238.2) (131.9) 1 Tensile=0 Aso,fate as noted in ACI 318 Appendix D 2 Shear= 0.60 Aaa.N fma as noted in ACI 318 Appendix D 3 See section 3.1.7.3 to convert design strength(factored resistance)value to ASD value. 4 Reduction factor for seismic shear only.See section 3.1.7.4 for additional information on seismic applications. 5 HAS Super rods are considered ductile steel elements.HAS standard-E and HAS SS rods are considered brittle steel elements. 84 Hilti,Inc.(US)1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti(Canada)Corp.1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2014 P'OrT I.‘„,,5 7.4u-cry An,4„14cR4(,:4 0 rG (o..JtYZ6r.r ( E17 .k1 4P?r1(A,SG-I t/<JZE .I-,afE5 ,?,..8.- AOrir"l-r _0'4-2 E., ANC-Hat, ,A-, 71=1,av / / l0^-44,01-E VZ- X•buT :V Te..,S,,,,, / / (.o.J! 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PROVIDE STD MT HOOKS OR 4; STD DU HOOKS ORIENTED RADIAL Y w`:•:l``••, O T/PIER FOR ALL SEPT.RETNf. 0. •_' 2. � Tiw6R 3'c/c MAX. ®FOOTING DETAIL OPTION o 241'_", • 3. PROVIDE AA,,,,��„,,.3.10'in.OR ADt cr.F NTS-1'-O' MINIMUMS,WHICHEVER IS GREATER RE DWG:N/A � 4. VEIHT.REBNF/B MA%. f 5. MAX RIR SWa1ETER-42' 6. MIN.t 03.500 PSI. .•! ••• *THE tN1EN110N OF THESE RECOMMENDATIONS IS N DEVELOP THE POSE-INSTALLED ANCHORAGE TO THE RER REINFORCEIi,ENE.ALTERNATNELY.THE +'; DESIGN THE FOoNDAR MAY ACI RHON AND OR1GN THE POST-INSTALLED PER ACE REQUIREMENTS `'K%;'y FOR POST-INSTALLED ANCHORAGE • •`i,I•'•...5'•;.. PIER&REDNF. 3, BY OTHERS r 3'EDGE DISTANCED_ ALL SIDES.MIN. PIER DIAMETER-- ®PIER DETAIL OPTION sca F: NTS-1'•-O' RE DWG:N/A