Hilti, Inc South 122 nd East Avenue Tulsa, OK

Attached are page(s) from the 200 Hilti North American Product Technical Guide. For complete details on this product, including data development, product specifications, general suitability, installation, corrosion, and spacing & edge distance guidelines, please refer to the Technical Guide, or contact Hilti. Hilti, Inc. 5400 South 122 nd East Avenue Tulsa, OK 74146 1-800-879-8000 www.hilti.com

Hilti Product Technical Guide P R O F I S PROFIS: The World s Most Powerful Anchor Design Software Easy to Learn Start working in just minutes Fast and Powerful Produce detailed designs quickly Specify with Confidence The largest number of approvals and latest design codes No charge. Download now at www.us.hilti.com or www.hilti.ca Firestop Systems When it comes to Life Safety and building code compliance, Hilti provides complete solutions with a wide range of products and unmatched technical support. Firestop Systems Guides - Through Penetrations - Joint Penetrations FACT Program FS 411 BASIC Training Engineering Judgements Firestop Design Center online at www.us.hilti.com or www.hilti.ca Hilti Diaphragm Deck Design The Hilti Diaphragm Deck Design Program allows designers to quickly and accurately design roof deck and composite floor deck diaphragms. Ability to design with innovative Hilti fasteners for frame and sidelap connection Creates easy to use load tables with span ranges based on user input Allows for different safety factors depending on load type, building code and field quality control Direct link to Hilti website Hilti Online Technical Library Design Centers Interactive Product Advisors Full-line Product Catalog Online Ordering Maps to Hilti locations Contact Us program to answer your questions MI Industrial Pipe Support Technical Guide A guide to specifying the Hilti modular pipe support system for medium to heavy loads without welding. MI System is the ideal solution for pipes up to 24 in. diameter Reliable fastenings without welds Easily installed Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.ca.hilti.com I Product Technical Guide 2008

Deck Fasteners for Attachment to Structural Steel 3.4.3 3.4.3.1 Product Description The Hilti structural steel deck fastening system consists of a variety of powderactuated tools which are primarily used with one fastener: the X-ENP-19 L15, which is available either collated or non-collated. For most structural steel decking jobs, the tool of choice will be the DX 860-ENP tool. This self-contained stand up decking tool is powered by 0.27 caliber long cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-ENP-19 L15 MXR fastener (collated version) into almost any type of steel deck and base steel 3.4.3.2 Material Specifications Fastener 1 ASTM B 633, SC 1, Type III. Fastener Fastener Nominal Fastener Material Plating Hardness X-ENP-19 L15 Carbon Steel 5 µm Zinc1 58 HRC 3.4.3.3 Technical Data Allowable Pullout Loads for Attachments to Steel Base Material lb (kn) 1,2,3 Fastener 1 These values represent testing performed in ASTM A 36 plate steel. Performance values in a different grade, condition or shape of base material may provide different values. 2 The values must be compared with allowable tensile pullover values. 3 Allowable values based on safety factor of 5.0. thicknesses greater than or equal to 1/4". These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 860-ENP tool along with the strips of cartridges, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour. Other tools include the hand held DX-76 PTR, a semi-automatic magazine tool which offers punch through resistance in cases where the base material is inadvertently missed. Other configurations of the DX 76 include a single fastener guide variation of the tool for miscellaneous use. Base Material Thickness (in.) 1/4 3/8 1/2 4 5/8 4 X-ENP-19 L15 905 (4.03) 1125 (5.00) 1010 (4.49) 965 (4.29) 4 Allowable values are based on minimum 1/2" penetration depth through or into base steel. For 3/8 penetration depth into 1/2" and thicker steels, reduce the allowable load capacity to 635 lb. 3.4.3.1 Product Description 3.4.3.2 Material Specifications 3.4.3.3 Technical Data 3.4.3.4 Ordering Information X-ENP 19 L15 MX & MXR X-ENP 19 L15 Listings/Approvals ICC-ES (International Code Council) ESR-2197 FM (Factory Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. Refer to FM RoofNav for specific assembly listings. UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification) Allowable Pullover and Shear Loads for Attaching Steel Deck 2,3,4 Steel Deck Gauge (in.) 16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239) 26 (0.0179) Fastener Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) lb (kn) X-ENP-19 L15 1 645 630 590 505 540 385 485 320 400 265 110 200 (2.87) (2.80) (2.62) (2.25) (2.40) (1.71) (2.16) (1.42) (1.78) (1.18) (0.49) (0.89) 1 Minimum base steel thickness must be greater than or equal to 1/4". 2 Allowable values are based on a safety factor of 5.0. 3 For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual. 4 Loads based on ASTM A 1008, or minimum ASTM A 653 SQ33 steel deck. Shear Strength (Q f ) and Flexibility Factor (S f ) for Calculating Steel Deck Diaphragms Strength and Stiffness1, 2, 3 1 Steel Deck Gauge (in.) Fastener Term 16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239) Q f 3149 2529 1933 1603 1320 X-ENP-19 L15 lb (kn) (14.01) (11.25) (8.60) (7.13) (5.87) S f 0.0031 0.0034 0.0040 0.0044 0.0048 in./kip (mm/kn) (0.0179) (0.0196) (0.0231) (0.0254) (0.0277) This data can be used to calculate fastener performance when attaching steel deck diaphragms based on SDI Diaphragm Design Manual. 2 Values based on ASTM A 1008 or minimum ASTM A653 SQ33 steel deck. 3 Hilti Profis DF software is available to generate diaphragm tables in accordance with SDI equations. A free download is available at www.us.hilti.com. Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 103

3.4.3 Deck Fasteners for Attachment to Structural Steel Diaphragm Tables for Standard 1.5" Deck Hilti X-ENP-19 L15 (Pattern: 36/7) Additional tables can be generated from the Hilti Profis DF software which is available for download at www.us.hilti.com. For detailed information contact Hilti Tech Support 1-877-749-6337. Heavy Joist or Structural Steel Frame Fastening: Hilti X-ENP-19 Pattern: 36/7 Fastening: #10 Screws Safety Factor: 2.35 36/7 GAUGE: 22 t = design thickness = 0.0295" per span 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 K1 0 446 388 337 298 266 - - - - 0.317 1 519 454 402 358 320 290 264 243 224 0.267 2 588 517 460 414 374 339 309 284 263 0.230 3 651 576 515 465 423 388 354 326 301 0.203 4 710 631 569 513 468 430 397 367 340 0.181 5 763 683 616 560 512 471 436 406 378 0.163 6 812 731 663 604 554 511 474 441 413 0.149 Dwr = 129 K2 = 870 GAUGE: 20 t = design thickness = 0.0358" per span 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 K1 0 408 361 323 - - - - - - 0.349 1 486 434 389 352 321 195 272 253 236 0.294 2 555 500 454 411 375 345 319 297 277 0.223 3 622 561 511 468 430 395 366 340 318 0.223 4 685 620 566 520 480 446 413 384 359 0.199 5 745 677 619 570 528 491 458 427 400 0.180 6 801 730 670 618 573 534 499 469 440 0.164 7 854 781 719 665 617 576 539 507 478 0.151 Dwr = 97 K2 = 1056 GAUGE: 18 t = design thickness = 0.0474" per span 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 K1 0 426 - - - - - - - - 0.401 1 512 464 424 389 360 335 313 293 276 0.338 2 595 543 496 456 422 393 367 344 324 0.292 3 671 615 458 523 484 450 421 395 372 0.257 4 744 683 632 587 546 508 475 446 420 0.229 5 814 749 694 645 603 566 529 497 468 0.207 6 881 813 754 702 657 617 581 548 516 0.189 7 945 874 812 758 710 667 629 595 564 0.174 8 1007 933 869 812 761 716 676 640 607 0.161 Dwr = 63 K2 = 1398 Shear stiffness modulus (G ) determined by the following equation: G' = K2 3.78 + 0.3 Dxx/span + 3 x K1 x span Where K1 = Refer to table for values; span in feet (ft) 1 Allowable diaphragm shear loads shown are calculated in accordance with SDI equations with safety factor of 2.35 for wind loads. 2 To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor of 2.50. 3 To calculate LRFD values, multiply values in table by 2.35 and multiply again by φ=0.7 for wind or φ=0.65 for earthquake. 4 At diaphragm perimeter: X-ENP-19 frame fasteners should be spaced at identical spacing as sidelap connectors. 5 Panel buckling has been checked. Dwr For Wide Rib Deck K1 Fastener Flexibility Factor K2 29500 t G' Diaphragm Shear Stiffness Dxx Dwr, Dir, or Dnr (whichever is applicable) 104 Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008

Deck Fasteners for Attachment to Structural Steel 3.4.3 Diaphragm Tables for Standard 1.5" Deck Hilti X-ENP-19 L15 (Pattern: 36/4) Additional tables can be generated from the Hilti Profis DF which is available for download at www.us.hilti.com. For detailed information contact Hilti Tech Support 1-877-749-6337. Heavy Joist or Structural Steel Frame Fastening: Hilti X-ENP-19 Pattern: 36/4 Fastening: #10 Screws Safety Factor: 2.35 36/4 GAUGE: 22 t = design thickness = 0.0295" per span 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 K1 0 302 266 236 208 186 - - - - 0.475 1 362 322 290 263 239 216 197 180 166 0.371 2 412 371 337 307 282 260 242 222 205 0.304 3 453 413 378 348 321 298 277 259 243 0.258 4 487 449 415 384 356 332 310 291 273 0.224 5 515 479 446 416 388 363 341 320 302 0.197 6 538 505 473 444 416 391 369 348 329 0.177 Dwr = 1072 K2 = 870 GAUGE: 20 t = design thickness = 0.0358" per span 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 K1 0 286 253 226 - - - - - - 0.523 1 350 317 289 263 240 220 230 188 175 0.408 2 407 371 341 315 292 270 249 232 216 0.335 3 457 420 388 360 335 313 294 275 257 0.284 4 501 464 431 401 375 351 331 312 295 0.246 5 539 502 469 439 412 387 365 345 327 0.217 6 572 536 503 473 446 421 398 377 358 9.195 7 600 566 534 504 477 451 428 407 387 0.176 Dwr = 802 K2 = 1056 GAUGE: 18 t = design thickness = 0.0474" per span 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 K1 0 298 - - - - - - - - 0.602 1 375 348 317 291 269 250 233 218 205 0.470 2 448 413 383 357 331 307 287 269 253 0.385 3 510 473 440 411 386 363 341 320 301 0.327 4 566 527 493 462 435 410 388 368 349 0.283 5 616 577 542 509 481 454 431 409 389 0.250 6 661 622 586 553 523 496 471 448 428 9.224 7 702 663 627 594 563 535 509 486 464 0.203 8 737 699 664 631 600 572 545 521 498 0.185 Dwr = 526 K2 = 1398 Shear stiffness modulus (G ) determined by the following equation: G' = K2 3.78 + 0.3 Dxx/span + 3 x K1 x span Where K1 = Refer to table for values; span in feet (ft) 1 Allowable diaphragm shear loads shown calculated in accordance with SDI equations with safety factor of 2.35 for wind loads. 2 To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor of 2.50. 3 To calculate LRFD values, multiply values in table by 2.35 and multiply again by φ=0.7 for wind or φ=0.65 for earthquake. 4 At diaphragm perimeter: X-ENP-19 frame fasteners should be spaced at identical spacing as sidelap connectors. 5 Panel buckling has been checked. Dwr For Wide Rib Deck K1 Fastener Flexibility Factor K2 29500 t G' Diaphragm Shear Stiffness Dxx Dwr, Dir, or Dnr (whichever is applicable) Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 105

3.4.3 Deck Fasteners for Attachment to Structural Steel Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada) Diaphragm Table 36-7 Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3 No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute) 1200 1500 1800 2100 Sidelap Connection #12 Screws 600 mm O.C. #12 Screws 450 mm O.C. #12 Screws 300 mm O.C. #12 Screws 150 mm O.C. Strength, q 7.1 8.5 11.2 13.9 7.1 8.5 11.2 13.9 9.2 11.0 14.6 18.2 12.8 15.4 20.3 25.4 Flexibility Factor, F 109 78 51 38 109 78 51 38 104 74 47 34 99 69 43 30 Strength, q 5.6 8.5 8.9 11.3 6.7 8.0 10.6 13.2 8.5 10.2 13.4 16.8 12.2 14.7 19.4 24.3 Flexibility Factor, F 102 75 52 39 98 72 49 37 93 68 45 33 87 62 40 29 Strength, q 5.5 6.7 8.8 11.0 6.3 7.8 10.2 12.7 7.9 9.5 12.6 15.7 11.8 14.2 18.8 23.5 Flexibility Factor, F 94 71 50 38 91 68 47 36 86 64 44 33 79 57 38 28 Strength, q 4.7 5.6 7.5 9.4 5.4 6.6 8.7 10.9 7.5 9.2 12.0 15.0 11.5 13.9 18.3 22.9 Flexibility Factor, F 93 72 52 41 89 68 49 38 82 61 43 33 74 54 37 27 Strength, q 4.7 5.8 7.6 9.5 5.4 6.5 8.6 10.8 7.3 8.7 11.5 14.5 11.3 13.6 18.0 22.6 Flexibility Factor, F 89 69 50 40 85 66 48 38 78 60 42 33 70 52 35 27 Strength, q 4.2 5.1 6.7 8.5 5.3 6.5 8.6 10.8 7.1 8.5 11.2 14.0 11.0 13.4 17.6 22.2 Flexibility Factor, F 89 70 52 42 82 64 47 37 76 58 42 33 66 50 35 26 Strength, q 4.2 5.2 6.8 8.6 4.8 5.8 7.6 9.6 6.8 8.2 10.9 13.6 10.9 13.3 17.4 21.9 Flexibility Factor, F 86 68 51 42 82 65 49 39 73 57 41 33 64 48 34 26 Diaphragm Table 36-4 Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3 No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) 1200 1500 1800 2100 Sidelap Connection #12 Screws 600 mm O.C. #12 Screws 450 mm O.C. #12 Screws 300 mm O.C. #12 Screws 150 mm O.C. Strength, q 5.1 6.1 8.0 10.0 5.1 6.1 8.0 10.0 6.7 8.1 10.7 13.4 8.8 10.7 14.0 17.5 Flexibility Factor, F 582 372 200 123 582 372 200 123 573 364 193 117 565 357 187 111 Strength, q 4.2 5.1 6.7 8.3 5.1 6.1 8.0 10.0 6.3 7.8 10.2 12.7 8.7 10.5 13.7 17.2 Flexibility Factor, F 483 313 173 110 477 307 168 105 469 300 162 100 460 292 155 94 Strength, q 4.3 5.2 6.8 8.6 4.9 6.0 7.9 9.9 6.1 7.4 9.8 12.2 8.6 10.3 13.5 16.9 Flexibility Factor, F 413 270 151 98 407 265 147 94 400 258 141 89 390 249 134 82 Strength, q 3.6 4.5 6.0 7.5 4.3 5.3 6.9 8.7 6.0 7.3 9.5 11.9 8.5 10.2 13.4 16.8 Flexibility Factor, F 368 244 141 93 362 238 136 89 351 228 127 81 340 219 119 74 Strength, q 3.9 4.7 6.2 7.8 4.5 5.4 7.1 8.8 5.9 7.1 9.3 11.6 8.3 10.1 13.3 16.7 Flexibility Factor, F 329 220 128 86 324 215 124 82 314 206 116 75 303 196 107 67 Strength, q 3.4 4.1 5.5 6.9 4.5 5.4 7.2 8.9 5.8 6.9 9.2 11.4 8.3 10.1 13.2 16.6 Flexibility Factor, F 305 206 123 84 294 196 115 77 285 188 107 70 274 178 99 62 Strength, q 3.6 4.3 5.8 7.3 4.1 4.9 6.5 8.1 5.6 6.8 8.9 11.3 8.2 10.0 13.2 16.5 Flexibility Factor, F 280 190 115 79 275 186 111 76 262 174 101 67 251 164 92 59 Diaphragm Table 36-7 Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1, 2, 3 No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute) 1200 1500 1800 2100 Sidelap Connection Button Punch 600 mm O.C. Button Punch 450 mm O.C. Button Punch 300 mm O.C. Button Punch 150 mm O.C. Strength, q 6.1 7.5 10.1 12.9 6.1 7.5 10.1 12.9 6.9 8.6 11.9 15.6 8.2 10.5 15.0 20.4 Flexibility Factor, F 113 82 54 40 113 82 54 40 112 81 53 40 110 79 52 38 Strength, q 4.8 6.0 8.1 10.3 5.2 6.5 8.9 11.6 5.8 7.3 10.3 13.9 7.2 9.3 13.6 18.9 Flexibility Factor, F 106 79 55 42 106 79 55 42 105 78 54 41 102 76 52 40 Strength, q 4.2 5.3 7.3 9.6 4.6 5.6 8.0 10.7 5.1 6.5 9.3 12.7 6.6 8.6 12.8 17.9 Flexibility Factor, F 103 79 57 45 103 79 56 44 101 77 55 43 98 75 53 41 Strength, q 3.6 4.5 6.2 8.2 3.9 4.8 6.8 9.2 4.5 5.8 8.5 11.8 6.0 8.0 12.1 17.2 Flexibility Factor, F 103 81 60 48 102 80 59 47 100 78 57 46 96 74 54 43 Strength, q 3.3 4.2 5.9 7.9 3.5 4.5 6.3 8.7 4.1 5.3 7.9 11.0 5.6 7.5 11.5 16.6 Flexibility Factor, F 104 83 62 51 103 82 62 50 101 80 60 49 95 75 56 45 Strength, q 2.9 3.6 5.2 7.1 3.3 4.2 6.1 8.3 3.8 4.9 7.4 10.5 5.3 7.2 11.2 16.1 Flexibility Factor, F 106 86 66 54 104 84 64 53 102 82 63 51 96 76 58 47 Strength, q 2.8 3.5 5.1 6.9 2.9 3.8 5.4 7.5 3.5 4.7 7.1 10.0 5.1 6.9 10.8 15.6 Flexibility Factor, F 108 89 69 57 107 88 68 57 104 84 65 54 96 78 59 49 1 The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions. 106 Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008

Deck Fasteners for Attachment to Structural Steel 3.4.3 Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada) Diaphragm Table 36-4 Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1, 2, 3 No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) 1200 1500 1800 2100 Sidelap Connection Button Punch 600 mm O.C. Button Punch 450 mm O.C. Button Punch 300 mm O.C. Button Punch 150 mm O.C. Strength, q 4.3 5.4 7.2 9.3 4.3 5.4 7.2 9.3 4.9 6.2 8.7 11.5 6.0 7.6 11.0 14.8 Flexibility Factor, F 589 378 205 128 589 378 205 128 587 377 204 127 584 374 201 124 Strength, q 3.5 4.3 5.9 7.6 3.8 4.8 6.6 8.6 4.3 5.5 7.8 10.5 5.5 7.1 10.3 14.2 Flexibility Factor, F 492 322 180 116 491 321 179 115 489 318 177 114 484 314 174 111 Strength, q 3.2 3.9 5.5 7.4 3.4 4.2 6.1 8.2 3.9 5.1 7.2 9.9 5.2 6.7 10.0 13.7 Flexibility Factor, F 430 285 165 110 428 284 164 109 426 282 162 107 419 276 157 102 Strength, q 2.6 3.3 4.7 6.2 2.8 3.6 5.3 7.2 3.4 4.6 6.8 9.4 4.8 6.3 9.6 13.4 Flexibility Factor, F 388 262 156 107 387 261 155 106 382 257 152 103 374 250 145 97 Strength, q 2.5 3.2 4.6 6.2 2.6 3.4 5.1 7.1 3.2 4.2 6.5 8.9 4.6 6.1 9.3 13.2 Flexibility Factor, F 358 246 150 106 356 244 149 105 351 240 145 101 341 231 138 94 Strength, q 2.2 2.8 4.0 5.5 2.5 3.3 4.8 6.9 3.1 4.0 6.1 8.7 4.5 6.0 9.2 12.9 Flexibility Factor, F 337 235 148 107 333 232 145 104 328 227 141 101 316 216 132 92 Strength, q 2.1 2.7 4.0 5.5 2.2 2.9 4.3 6.1 2.8 3.9 5.9 8.5 4.3 5.8 8.9 12.7 Flexibility Factor, F 320 227 146 107 318 225 145 106 311 218 139 101 297 206 128 91 Diaphragm Table 24-5 Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel nestable deck fastened with Hilti X-ENP-19 L15 with screwed sidelaps (Canada only)1, 2, 3 No. of Transverse Nails per 600 mm Wide Deck Units=5 (every flute) 3300 3600 3900 4200 Sidelap Connection #12 Screws 600 mm O.C. #12 Screws 450 mm O.C. #12 Screws 300 mm O.C. #12 Screws 150 mm O.C. Strength, q 4.1 4.9 6.6 8.2 4.7 5.8 7.6 9.5 6.7 8.1 10.7 13.4 10.8 13.2 17.3 21.7 Flexibility Factor, F 190 144 102 79 183 138 96 74 169 125 85 65 154 112 73 54 Strength, q 3.6 4.5 5.8 7.3 4.8 5.9 7.6 9.6 6.6 7.9 10.5 13.2 10.7 12.9 17.0 21.5 Flexibility Factor, F 188 145 105 83 174 132 93 73 161 121 84 64 145 106 71 53 Strength, q 3.8 4.6 6.1 7.6 4.3 5.3 6.9 8.7 6.3 7.8 10.2 12.8 10.6 12.8 16.9 21.3 Flexibility Factor, F 179 139 101 80 172 133 96 75 155 117 82 63 138 102 69 52 Strength, q 3.4 4.2 5.5 6.9 4.5 5.3 7.1 8.8 6.2 7.6 10.0 12.6 10.5 12.7 16.8 21.0 Flexibility Factor, F 179 141 104 84 165 129 93 74 150 114 81 63 132 99 67 51 Strength, q 3.6 4.3 5.8 7.2 4.5 5.4 7.2 8.9 6.2 7.5 9.9 12.5 10.5 12.6 16.7 20.9 Flexibility Factor, F 172 136 101 81 160 125 91 73 146 112 80 63 128 96 66 50 Strength, q 3.3 4.0 5.3 6.7 4.1 5.1 6.6 8.3 6.1 7.4 9.8 12.2 10.3 12.6 16.6 20.8 Flexibility Factor, F 173 138 104 84 160 127 94 75 142 110 79 62 124 93 65 49 Strength, q 3.4 4.2 5.5 6.9 4.2 5.2 6.7 8.5 6.0 7.3 9.6 12.1 10.3 12.5 16.5 20.7 Flexibility Factor, F 168 134 101 82 156 124 92 74 139 108 79 62 120 91 64 49 Diaphragm Table 24-5 Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel deck fastened with Hilti X-ENP-19 L15 (Canada only)1, 2, 3 No. of Transverse Nails per 600 mm Wide Deck Units=5 (every flute) 3300 3600 3900 4200 Sidelap Connection Button Punch 600 mm O.C. Button Punch 450 mm O.C. Button Punch 300 mm O.C. Button Punch 150 mm O.C. Strength, q 2.7 3.4 4.8 6.6 2.9 3.8 5.4 7.3 3.5 4.6 6.8 9.6 5.1 6.8 10.7 15.5 Flexibility Factor, F 226 177 130 104 224 175 128 103 218 170 124 99 206 158 114 90 Strength, q 2.5 3.1 4.3 5.9 2.8 3.5 5.2 7.2 3.3 4.2 6.5 9.3 4.8 6.6 10.5 15.2 Flexibility Factor, F 228 182 136 111 224 177 133 108 217 172 128 103 203 158 116 93 Strength, q 2.4 2.9 4.2 5.9 2.5 3.2 4.7 6.5 3.1 4.1 6.2 9.0 4.6 6.3 10.1 14.9 Flexibility Factor, F 230 185 141 116 227 183 139 114 218 175 132 108 201 159 118 96 Strength, q 2.1 2.7 3.9 5.3 2.4 3.1 4.6 6.5 2.9 3.9 6.0 8.8 4.5 6.2 10.0 14.7 Flexibility Factor, F 235 192 148 123 230 187 144 119 220 178 137 112 201 160 121 99 Strength, q 2.1 2.7 3.9 5.4 2.4 3.1 4.6 6.5 2.8 3.8 5.9 8.6 4.3 6.0 9.8 14.5 Flexibility Factor, F 239 196 153 128 233 191 149 124 223 182 141 117 201 162 123 101 Strength, q 1.9 2.5 3.6 5.1 2.1 2.8 4.2 6.0 2.7 3.6 5.8 8.3 4.2 5.9 9.6 14.2 Flexibility Factor, F 246 204 161 135 239 198 156 131 226 186 146 121 201 164 126 104 Strength, q 1.9 2.5 3.6 5.1 2.1 2.8 4.2 6.0 2.6 3.5 5.6 8.2 4.1 5.8 9.5 14.1 Flexibility Factor, F 250 209 166 140 243 203 161 135 230 191 150 126 202 166 128 106 1 The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions. Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008 107

3.4.3 Deck Fasteners for Attachment to Structural Steel 3.4.3.4 Ordering Information DX 860-ENP Decking System Tools DX 860-ENP Stand Up Decking Tool 1 pcs DX 860-ENP Stand-Up Decking Tool Use on Demand service provides 1 pcs One Month Use one tool for one month Accessories Stop Ring X-76-PS Stop Ring for DX 860-ENP 1 pcs Piston X-76-P-ENP & Stop Ring Set Piston and Stop Ring for DX 860-ENP 1 pcs Fasteners (Combos with 40-strip Cartridges) Description Base Steel Thickness Quantity X-ENP-19 MXR Bulk Fastener/Cartridge Combo 1/4 2,000 pcs X-ENP-19 MXR Pallet Fastener/Cartridge Combo 1/4 32,000 pcs Cartridges (Strips of 40) 0.27 Caliber Long Red Cartridges Heavy duty 400 pcs 0.27 Caliber Long Black Cartridges Extra-heavy for harder steel 400 pcs DX 76 PTR Decking System Tools DX 76 PTR Hand Held Decking Tool Includes 10 fastener magazine 1 pcs Accessories Magazine X-SM Replacement magazine for DX 76 PTR 1 pcs Piston X-P-PTR Replacement piston for DX 76 PTR 1 pcs Piston X-P-PTR with Brake Replacement piston and brake for DX 76 PTR 1 pcs Brake (reinforced) X-B-PTR Replacement brake for DX 76 PTR 1 pcs Fasteners (Combos with 10-strip Cartridges) Description Base Steel Thickness Quantity X-ENP-19 MX Bulk Fastener/Cartridge Combo 1/4 1,000 pcs X-ENP-19 MX Pallet Fastener/Cartridge Combo 1/4 32,000 pcs Cartridges (Strips of 10) 0.27 Caliber Long Red Cartridges Heavy duty 100 pcs 0.27 Caliber Long Red Cartridges Heavy duty 1,000 pcs 0.27 Caliber Long Black Cartridges Extra-heavy 100 pcs 0.27 Caliber Long Black Cartridges Extra-heavy 1,000 pcs DX 76 FN-15 Single Fastener Decking System Tools DX 76 FN-15 Single Shot Tool 1 pcs Accessories Fastener Guide X-76-FN-15 Replacement fastener guide for DX 76-FN15 1 pcs Piston/Stopper X-76-PS Replacement stopper for DX 76-FN15 1 pcs Piston/Stopper X-76-P-ENP Replacement piston and stopper for DX 76-FN15 1 pcs Fasteners (Non-Combo) Description Base Steel Thickness Quantity X-ENP-19 Fastener (Singles) 1/4 100 pcs Cartridges (Strips of 10) 0.27 Caliber Long Red Cartridges Heavy duty 100 pcs 0.27 Caliber Long Red Cartridges Heavy duty 1,000 pcs 0.27 Caliber Long Black Cartridges Extra-heavy 100 pcs 0.27 Caliber Long Black Cartridges Extra-heavy 1,000 pcs 108 Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Product Technical Guide 2008

Hilti Product Technical Guide In The United Sates In Canada PAYMENT TERMS: FREIGHT: CREDIT: RETURN POLICY: WARRANTY: ACCEPTANCE OF ORDER: DOMESTIC ORIGIN: BUSINESS SIZE: PRICES: CONSENT TO JURISDICTION: INDEMNIFICATION: AUTHORIZATION: Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting any delinquent amounts, including attorney s fees. All sales are F.O.B. Destination with transportation allowed via Hilti designated mode. Delivery dates are estimates only. Additional charges for expedited shipments, special handling requirements, and orders below certain dollar amounts shall be the responsibility of Customer. Fuel surcharges may apply depending on market conditions. All orders sold on credit are subject to Credit Department approval. Products must be in saleable condition to qualify for return. Saleable condition is defined as unused items in original undamaged packaging and unbroken quantities and in as-new condition. All returns are subject to Hilti inspection and acceptance, and a $125 restocking charge if returned more than 90 days after invoice date. Proof of purchase is required for all returned materials. Special orders products and discontinued items are not eligible for return credit. Dated materials are only returnable in case quantity, and within 30 days after invoice date. Hilti warrants that for a period of 12 months from the date it sells a product it will, at its sole option and discretion, refund the purchase price, repair, or replace such product if it contains a defect in material or workmanship. Absence of Hilti s receipt of notification of any such defect within this 12-month period shall constitute a waiver of all claims with regard to such product. THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Hilti shall in no event be liable for, and Customer hereby agrees to indemnify Hilti against all claims related to special, direct, indirect, incidental, consequential, or any other damages arising out of or related to the sale, use, or inability to use the product. Acceptance is limited to the express terms contained herein, and terms are subject to change by Hilti without notice. Additional or different terms proposed by Customer are deemed material and are objected to and rejected, but such rejection shall not operate as a rejection of the offer unless it contains variances in the terms of the description, quantity, price or delivery schedule of the goods. Orders are not deemed accepted by Hilti unless and until it ships the associated items. Any non-domestic Hilti product will be so identified on shipping documents and invoices for customers who properly identify themselves as a federal government entity. All other customers may obtain such information by written request to Hilti, Inc., Contract Compliance, P.O. Box 21148, Tulsa, Oklahoma 74121. Hilti s Quality Department personnel are the only individuals authorized to warrant the country of origin of Hilti products. Hilti is a large business. Prices are those stated on the order, and unless otherwise noted are based on purchasing all items on the order pricing for individual products may vary for purchases of different quantities or item combinations. Hilti does not maintain most favored customer records, makes no representation with respect to same, and rejects any price warranty terms proposed by Customer. Hilti's published net price list is subject to change without notice. All transactions made pursuant hereto shall be deemed to have been made and entered into in Tulsa, Oklahoma. Any and all disputes arising directly or indirectly from such transactions shall be resolved in the courts of the County of Tulsa, State of Oklahoma, to the exclusion of any other court, and any resulting judgment may be enforced by any court having jurisdiction of such an action. All transactions shall be governed by and construed in accordance with the laws of the State of Oklahoma. Customer hereby agrees to indemnify Hilti for any costs, including attorney s fees, incurred by Hilti as a result, in whole or in part, of any violation by Customer of any Federal, State or Local statute or regulation, or of any nationally accepted standard. It shall be Customer s sole responsibility to comply with all applicable laws and regulations regarding the handling,use, transportation, or disposal of products upon taking possession of same. HILTI LEGAL DEPARTMENT PERSONNEL ARE THE ONLY INDIVIDUALS AUTHORIZED TO MODIFY THESE TERMS AND CONDITIONS, WARRANT PRODUCT SUITABILITY FOR SPECIFIC APPLICATIONS, OR EXECUTE CUSTOMER DOCUMENTS, AND ANY SUCH ACTION IS NULL AND VOID UNLESS IN WRITTEN FORM SIGNED BY SUCH INDIVIDUAL. PAYMENT TERMS: FREIGHT: CREDIT: RETURN POLICY: WARRANTY: TITLE TO PRODUCT: PRICES: INDEMNIFICATION: CHANGES: CASH SALES: QUOTATIONS: Net 30 days from date of invoice. Customer agrees to pay all costs incurred by Hilti in collecting delinquent amounts, if any, including reasonable attorney s fees. Sales are F.O.B. Destination Point with transportation allowed via Hilti designated mode. Additional charges may apply for expedited delivery, special handling requirements, and order under certain limits. A fuel surcharge may apply depending on market conditions. All orders sold on credit are subject to Credit Department approval. Product may be returned prepaid (unless otherwise authorized) to Hilti provided: i) it is returned by the original purchaser ii) it is not dated product returned more than 30 days after the original delivery date iii) it is not discontinued, clearance or special order product iv) it is unused, in original packaging and in unbroken quantities. Hilti will inspect product and, if the above requirements are satisfied, will credit to customer the original purchase price. A 15% restocking fee may apply. Other than the manufacturer s published warranty, no warranties or conditions, express or implied, written or oral, statutory or otherwise are implied. Any and all conditions and warranties implied by law or by the Sale of Goods Act or any similar statutes of any Province are hereby expressly waived. Title to product remains with Hilti until the total purchase price of product is paid. Customer agrees to pay Hilti prices set out on invoice. Customer agrees to pay taxes as indicated on invoice unless Hilti receives acceptable exemption certificates. Customer agrees to use product at own risk and to indemnify Hilti against all liabilities, including legal fees, to third parties arising out of the use or possession thereof. Hilti shall in no event be liable for special, incidental or consequential damages. Hilti sales personnel are not authorized to modify these Terms and Conditions or modify Customer s credit terms. Terms are subject to change by Hilti with reasonable notice to Customer. Payment in full is due prior to goods being released. All terms and conditions apply once customer agrees to purchase product. Quotations on special promotion products are only valid until end of promotion period. Hilti, Inc. (US) 1-800-879-8000 www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.ca.hilti.com I Product Technical Guide 2008