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DECEMBER 2016 PUNCHLOK ® II ROOF DECK Hilti Support Connections VULCRAFT

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Page 1: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

DECEMBER 2016

PUNCHLOK® II ROOF DECK Hilti Support Connections

VULCRAFT

Page 2: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

Pneutek Fasteners

SUPPLEMENT 2

This supplement includes Allowable Diaphragm Shear Strength and Stiffness Tables for deck panels utilizing the PunchLok II system and Hilti Fasteners.

Hilti Fasteners

The Hilti X-HSN 24 fastener has a dome style head, red guidance washer and a steel silver-colored top-hat washer. It may be used where substrate thickness is equal to or greater than 1/8" and less than or equal to 3/8". The X-HSN 24 fastener can be used to attach 1.5PLB roof deck to the specified steel substrate in the valleys of the deck, including at the interlocking sidelap location.

The Hilti X-ENP-19 L15 fastener has a fully knurled tip and tapered shank fitted with two 0.590 inch diameter steel cupped washers. It may be used where substrate thickness is equal or greater than 1/4". The X-ENP-19 L15 fastener can be used to attach 1.5PLB roof deck to the specified steel substrate in the valleys of the deck, including at the interlocking sidelap location.

Hilti X-HSN 24 and X-ENP-19 L15 fasteners are to be installed per manufacturer guidelines. Specific power-actuated tools are designed to install the fasteners depending on steel thickness, fastener selection and deck configuration. Contact Hilti for additional information and tool selection.

Hilti X-ENP-19 L15 Fastener

Page 3: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

www.vulcraft.com December 2016 1

Table Footnotes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2

1.5PLB™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3

Diaphragm Tables

1.5PLB with Hilti X-HSN 24. . . . . . . . . . . . . . . . . . . . . . 4

1.5PLB with Hilti X-ENP-19. . . . . . . . . . . . . . . . . . . . . 36

SU

PP

LE

ME

NT

2 C

ON

TE

NT

S

Page 4: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

TAB

LE F

OO

TNO

TES

2 December 2016 www.vulcraft.com

TABLE FOOTNOTESFootnotes for Allowable Diaphragm Shear Strength and Stiffness Tables1. Refer to the section in the VULCRAFT Steel Roof Deck Design Guide entitled Fastener Requirements at Parallel

Collectors on page 12 and Step 5 of the Design Example to determine the required number of fasteners at parallel collectors.

2. For general design of multi-span deck the Diaphragm Stiffness tables are based on a three span condition. To calculate diaphragm stiffness for other span conditions, refer to the section in the VULCRAFT Steel Roof Deck Design Guide entitled Diaphragm Stiffness on page 10.

3. VSC2 = Vulcraft Sidelap Connection 2. A VSC2 is the sidelap connection made by the PunchLok II Tool.Sidelap connections are not required at support locations.

4. X-ENP-19 = Hilti X-ENP-19 L15 fastener

5. Interpolation of diaphragm shear strength between adjacent span lengths is permissible. For interpolation of diaphragm stiffness between adjacent span lengths, use the stiffness for the closest adjacent span length.

6. The allowable diaphragm shear values in the tables are ASD values. Factors of safety are based on AISI S100 Table D5 (see below). The gray shaded values in the table indicate where panel buckling is the limit state rather than the connections. To convert from ASD to LRFD or LSD for each connection type, the published allowable diaphragm shear strength may be multiplied by the applicable conversion factor, C = Ωd • ϕd

7. For support fastener, Allowable Shear Strength see Table 1 and Allowable Tension Strength see Table 2 of Vulcraft Steel Roof Deck Design Guide.

AISI S100 Table D5: Safety Factors and Resistance Factors for Diaphragms

Load Type or Combinations Including

ConnectionType

Limit State

Connection Related Panel Bucklinga

Ωd ϕd ϕd Ωd ϕd ϕd

(ASD) (LRFD) (LSD) (ASD) (LRFD) (LSD)

EarthquakeWelds 3.00 0.55 0.50

2.00 0.80 0.75

Screwsb,c 2.50 0.65 0.60

WindWelds

2.35 0.70 0.65Screwsb,c

All OthersWelds 2.65 0.60 0.55

Screwsb,c 2.50 0.65 0.60

a. Panel buckling is considered out-of-plane buckling and not local buckling at fasteners.b. For mechanical fasteners other than screws, Ωd shall not be less than the Table D5 values for screws.c. For mechanical fasteners other than screws, ϕd shall not be greater than the Table D5 values for screws.

Page 5: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

1.5PLB™ D

ECK

www.vulcraft.com December 2016 3

Approximate Dimensions

Deck Weight and Section Properties

Attachment Patterns to Supports

DeckType

Design Thickness

(in.)

Weight(psf)

I x

(in4/ft)

Idn

(in4/ft)

Idi

(in4/ft)

Idm

(in4/ft)

Spos

(in3/ft)

Sneg

(in3/ft)

Va

(lb/ft)

1.5PLB22 0.0295 1.78 0.178 0.152 0.173 0.175 0.167 0.177 2825

1.5PLB20 0.0358 2.14 0.216 0.193 0.216 0.216 0.218 0.227 3409

1.5PLB19 0.0418 2.49 0.252 0.233 0.252 0.252 0.259 0.275 3958

1.5PLB18 0.0474 2.82 0.286 0.272 0.286 0.286 0.298 0.315 4464

Notes:1. Section properties are based on Fy = 50,000 psi.2. Ix = Gross Moment of Inertia3. Idn = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Normal Position)4. Idi = Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Inverted Position)5. Idm = Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions6. Spos = Positive Effective Section Modulus7. Sneg = Negative Effective Section Modulus8. Va = Allowable web shear strength

1.5PLB™ 1½" Deep Roof Deck Used with PunchLok® II System

36/7

36/4

Page 6: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

4 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 453 407 367 334 306 282 2612 572 528 488 452 420 391 366 343 323 305 288 273 2603 643 607 571 538 507 478 451 427 405 384 365 348 332 318 3044 687 658 628 599 571 544 519 495 472 451 431 413 396 380 3655 715 692 667 643 618 594 571 548 527 506 487 468 451 434 4196 733 715 695 674 653 632 611 591 571 551 533 515 497 481 4657 731 715 697 679 661 643 624 606 588 570 553 537 521 5068 729 715 699 683 667 651 634 618 602 586 570 555 5419 728 715 701 686 672 657 642 628 613 598 584 570

10 727 715 702 689 676 662 649 636 622 609 596

See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 9 10 11 12 13 14 142 9 10 11 12 13 14 15 16 16 17 17 18 183 9 10 11 12 13 14 15 16 17 18 18 19 19 20 204 9 10 11 13 14 15 16 16 17 18 19 19 20 20 215 9 10 12 13 14 15 16 17 18 18 19 20 20 21 216 9 10 12 13 14 15 16 17 18 19 19 20 21 21 227 10 12 13 14 15 16 17 18 19 20 21 21 22 228 12 13 14 15 16 17 18 19 20 21 22 22 239 13 14 15 16 17 18 19 20 21 22 23 23

10 14 15 17 18 19 20 20 21 22 23 24

See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 482 432 391 355 325 300 2772 608 562 519 481 447 416 389 365 343 324 307 291 2763 684 645 608 572 539 508 480 454 430 409 389 370 353 338 3234 731 700 668 637 607 579 552 526 502 480 459 439 421 404 3885 760 736 710 684 658 632 607 583 560 538 518 498 479 462 4456 780 760 739 717 695 672 650 628 607 586 567 547 529 512 4957 778 760 742 723 703 684 664 645 625 607 589 571 554 5388 776 760 744 727 710 692 675 657 640 623 607 591 5759 774 760 745 730 715 699 683 668 652 637 622 607

10 773 760 747 733 719 705 690 676 662 648 634

10 p

sf

1 454 404 363 327 298 272 2502 572 525 482 445 411 382 355 332 311 292 275 259 2453 639 599 561 526 493 463 436 411 388 367 348 330 314 299 2854 679 645 612 580 550 522 495 470 447 426 406 388 370 354 3395 704 675 646 617 590 564 539 515 493 472 452 433 415 399 3836 720 694 669 643 618 594 571 549 527 507 487 469 451 435 4197 708 685 662 639 617 595 574 553 534 515 497 480 463 4488 697 675 654 633 613 593 574 555 537 519 503 486 4719 686 666 646 627 608 590 572 554 537 521 505 489

10 675 656 638 620 602 585 568 551 535 520 505

20 p

sf

1 425 375 334 299 269 243 2222 533 485 443 405 372 343 317 293 272 254 237 221 2073 592 549 510 474 440 410 383 358 335 313 294 276 259 243 2294 625 587 551 517 485 455 427 402 378 355 334 314 296 278 2615 645 610 577 545 514 485 458 432 407 384 362 342 322 303 2846 658 626 594 563 534 506 479 453 428 405 382 361 340 320 3007 636 606 577 548 520 494 468 444 420 397 375 353 332 3118 615 586 558 531 505 479 455 431 407 385 363 341 3209 593 566 539 513 488 463 439 415 392 370 348 326

10 571 545 519 494 469 445 422 398 376 353 331

See page 2 for footnotes

1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

DIAPHRAGM TABLES1.5PLB with Hilti X-HSN 24

Page 7: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 5

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 395 345 303 268 238 213 1912 492 443 400 361 327 297 269 245 222 200 180 160 1403 542 496 453 415 379 346 316 287 261 235 210 184 159 132 1034 569 525 484 446 410 376 344 313 283 254 226 197 168 138 1065 585 543 503 465 429 394 361 328 297 266 235 204 173 141 1086 595 554 515 477 441 406 372 338 306 273 241 209 176 143 1097 562 523 486 449 414 379 345 311 278 245 212 178 144 1098 529 492 455 419 384 350 316 282 248 214 179 145 1109 496 459 423 388 353 318 284 250 215 180 145 110

10 462 426 391 356 321 286 251 216 181 146 110

40 p

sf

1 364 313 271 235 204 177 1532 449 397 351 310 272 237 204 172 138 1013 489 438 391 347 305 266 227 188 148 1064 510 460 412 367 323 280 238 196 153 1085 523 472 424 378 333 288 244 200 155 1096 530 480 432 385 339 293 248 202 156 1107 485 437 389 343 296 250 204 157 1108 440 393 345 299 252 205 158 1109 395 347 300 253 206 158 110

10 349 301 254 206 159 110

50 p

sf

1 331 278 234 196 161 128 922 403 346 295 247 201 154 1043 434 376 321 268 216 163 1084 450 390 333 278 223 167 1095 458 399 340 283 226 168 1106 463 403 345 286 228 169 1107 407 347 288 229 170 1108 349 290 230 171 1109 290 231 171 110

10 231 171 111

60 p

sf

1 295 240 191 145 972 353 289 229 169 1063 376 308 243 177 1094 386 317 248 180 1105 392 321 251 181 1106 395 324 253 182 1107 326 254 183 1108 255 183 1119 183 111

10 111

70 p

sf

1 257 195 1362 299 225 1513 314 235 1564 320 239 1575 324 241 1586 326 242 1597 243 1598 1599

10

80 p

sf

1 213 1412 240 1533 249 1574 252 1585 254 1596 255 1597 15989

10See page 2 for footnotes

1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 8: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

6 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 578 521 473 431 396 366 3392 726 676 629 586 548 513 481 453 427 404 383 363 3463 807 768 729 692 656 622 591 561 534 509 485 464 443 425 4074 854 824 793 762 731 701 672 645 618 593 569 547 526 506 4885 882 859 835 810 784 758 733 708 683 660 637 615 595 575 5566 901 883 863 843 821 799 777 755 734 712 691 671 651 632 6147 899 883 866 848 830 811 792 773 753 734 716 697 679 6628 898 883 868 853 837 820 803 786 769 752 735 718 7029 896 884 870 856 842 827 812 796 781 766 751 735

10 895 884 872 859 846 833 819 805 791 777 763See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 14 15 17 18 20 21 212 14 16 17 19 20 22 23 24 24 25 26 26 263 14 16 18 19 21 22 23 25 25 26 27 28 28 29 294 14 16 18 20 21 23 24 25 26 27 28 29 30 30 315 14 16 18 20 22 23 25 26 27 28 29 30 31 31 326 14 16 18 20 22 23 25 26 27 29 30 31 31 32 337 16 18 20 22 24 25 27 28 29 30 31 32 33 348 18 20 22 24 25 27 28 30 31 32 33 34 359 20 22 24 26 27 29 30 31 32 33 34 35

10 22 24 26 27 29 30 32 33 34 35 36See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 615 555 503 459 421 389 3612 772 719 669 624 583 545 512 482 454 429 407 387 3683 859 817 776 736 698 662 628 597 568 541 516 493 472 452 4334 908 877 844 811 778 746 715 686 658 631 606 582 560 539 5195 939 914 888 861 834 807 779 753 727 702 678 655 633 612 5926 958 939 918 897 874 851 827 804 780 758 735 714 693 672 6537 956 940 922 903 883 863 842 822 801 781 761 742 723 7048 955 940 924 907 890 872 854 836 818 800 782 764 7479 954 940 926 911 895 880 864 847 831 815 798 782

10 953 940 927 914 900 886 871 857 842 827 812

10 p

sf

1 579 519 468 424 387 355 3272 724 670 621 576 536 500 467 438 411 387 365 346 3283 800 756 713 673 635 600 567 537 509 484 460 438 418 399 3814 842 805 769 734 700 668 637 608 581 555 531 509 488 468 4495 867 836 805 774 743 714 686 659 633 608 585 562 541 521 5026 883 856 828 800 773 746 720 695 671 647 624 603 582 562 5437 869 844 819 794 769 745 721 698 676 654 633 613 594 5758 855 832 809 786 763 741 719 698 677 657 637 618 6009 842 820 798 777 756 735 715 695 675 656 638 620

10 829 808 788 767 747 728 708 690 671 653 635

20 p

sf

1 543 483 431 388 351 319 2912 674 619 569 524 484 448 415 386 360 336 314 294 2763 739 691 645 603 564 528 494 464 435 409 384 361 340 320 3004 774 731 689 650 613 578 545 514 484 457 431 406 382 360 3385 794 754 716 679 643 609 577 546 517 488 461 435 410 386 3636 806 769 733 698 664 631 599 568 538 510 482 455 430 404 3807 779 745 711 677 645 614 583 553 525 497 470 443 417 3918 753 720 687 655 624 594 564 536 507 480 453 426 4009 726 694 663 632 602 572 543 515 487 460 433 406

10 700 669 638 608 579 550 521 493 465 438 410See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 9: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 7

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 505 444 393 349 312 280 2522 621 563 511 465 423 385 350 319 289 262 235 209 1823 675 621 571 525 481 441 403 368 334 301 268 236 203 168 1324 702 652 603 558 514 472 433 395 357 321 285 249 212 175 1355 718 669 622 577 533 491 450 410 371 333 295 256 217 178 1376 728 680 634 589 545 503 461 420 380 340 301 261 220 180 1387 688 642 597 553 510 468 427 386 345 304 264 222 181 1398 647 602 559 516 473 431 390 348 307 265 224 182 1399 606 563 519 477 434 392 350 309 267 225 182 139

10 566 522 479 437 394 352 310 268 225 183 140

40 p

sf

1 465 403 351 306 267 233 2022 565 503 447 395 348 304 262 220 177 1303 608 547 490 436 384 335 286 237 188 1364 629 569 511 456 402 350 297 245 192 1385 641 581 523 467 412 358 304 249 194 1396 648 589 531 474 418 362 307 252 196 1397 593 535 478 421 365 309 253 197 1398 538 481 424 367 311 254 197 1409 483 426 369 312 255 198 140

10 427 370 313 255 198 140

50 p

sf

1 422 358 303 254 210 167 1202 505 436 373 313 255 196 1343 538 467 400 335 270 205 1374 553 482 412 344 277 208 1395 561 490 419 349 280 210 1396 566 494 423 352 282 211 1407 497 426 354 283 212 1408 427 356 284 212 1409 356 285 213 140

10 285 213 140

60 p

sf

1 377 308 246 187 1252 441 363 288 214 1363 464 382 302 221 1384 475 391 307 224 1395 480 395 310 225 1406 483 397 312 226 1407 399 313 227 1408 314 227 1409 227 140

10 140

70 p

sf

1 327 250 1742 373 282 1913 388 292 1954 394 296 1975 397 298 1976 399 299 1987 299 1988 1989

10

80 p

sf

1 271 1792 299 1933 308 1964 311 1975 313 1986 314 1987 19889

10See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 10: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

8 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 578 521 473 431 396 366 3392 726 676 629 586 548 513 481 453 427 404 383 363 3463 807 768 729 692 656 622 591 561 534 509 485 464 443 425 4074 854 824 793 762 731 701 672 645 618 593 569 547 526 506 4885 882 859 835 810 784 758 733 708 683 660 637 615 595 575 5566 901 883 863 843 821 799 777 755 734 712 691 671 651 632 6147 899 883 866 848 830 811 792 773 753 734 716 697 679 6628 898 883 868 853 837 820 803 786 769 752 735 718 7029 896 884 870 856 842 827 812 796 781 766 751 735

10 895 884 872 859 846 833 819 805 791 777 763See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 14 15 17 18 20 21 212 14 16 17 19 20 22 23 24 24 25 26 26 263 14 16 18 19 21 22 23 25 25 26 27 28 28 29 294 14 16 18 20 21 23 24 25 26 27 28 29 30 30 315 14 16 18 20 22 23 25 26 27 28 29 30 31 31 326 14 16 18 20 22 23 25 26 27 29 30 31 31 32 337 16 18 20 22 24 25 27 28 29 30 31 32 33 348 18 20 22 24 25 27 28 30 31 32 33 34 359 20 22 24 26 27 29 30 31 32 33 34 35

10 22 24 26 27 29 30 32 33 34 35 36See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 585 525 474 430 393 361 3332 732 679 630 585 544 508 475 446 419 395 373 353 3353 810 766 724 684 646 611 578 548 520 494 470 448 428 409 3914 854 818 782 748 714 682 651 623 595 570 546 523 502 482 4635 880 849 819 789 759 731 703 676 650 626 602 580 559 539 5206 896 870 844 817 791 765 739 715 691 667 645 624 603 584 5657 884 860 837 813 789 766 743 721 699 678 657 638 619 6008 873 851 829 807 786 764 743 723 703 683 665 646 6289 861 841 821 800 781 761 741 722 704 686 668 651

10 850 831 812 793 774 756 738 720 702 685 669

10 p

sf

1 579 519 468 424 387 355 3272 724 670 621 576 536 500 467 438 411 387 365 346 3283 800 756 713 673 635 600 567 537 509 484 460 438 418 399 3814 842 805 769 734 700 668 637 608 581 555 531 509 488 468 4495 867 836 805 774 743 714 686 659 633 608 585 562 541 521 5026 883 856 828 800 773 746 720 695 671 647 624 603 582 562 5437 869 844 819 794 769 745 721 698 676 654 633 613 594 5758 855 832 809 786 763 741 719 698 677 657 637 618 6009 842 820 798 777 756 735 715 695 675 656 638 620

10 829 808 788 767 747 728 708 690 671 653 635

20 p

sf

1 555 495 444 401 363 331 3042 691 637 587 542 502 466 434 405 378 355 333 314 2963 760 713 669 628 589 554 521 491 463 437 413 391 370 351 3334 797 756 717 679 644 610 578 548 520 494 469 445 423 403 3835 819 782 747 712 679 646 616 587 559 532 507 483 461 439 4186 833 799 766 733 702 671 642 613 586 560 535 510 487 465 4437 810 779 748 718 688 660 632 605 579 554 530 506 483 4618 788 758 729 701 673 646 619 593 568 544 520 497 4759 766 738 710 682 656 630 604 579 555 531 507 485

10 744 717 690 663 638 612 587 563 539 515 492See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 11: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 9

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 524 464 413 369 332 300 2732 648 592 541 496 455 418 385 356 328 304 281 259 2393 708 657 610 566 525 487 452 420 390 361 334 308 283 259 2354 739 692 648 606 566 528 492 459 426 396 366 337 309 281 2535 757 713 671 630 591 553 517 482 449 417 386 355 325 294 2646 768 726 685 645 607 569 533 498 464 431 398 366 334 303 2717 735 695 655 617 580 544 509 474 440 407 374 341 308 2758 701 663 625 588 551 516 481 447 413 379 345 312 2789 668 630 593 557 521 486 451 417 383 349 315 281

10 634 597 561 525 490 455 420 385 351 317 282

40 p

sf

1 492 431 380 336 298 266 2372 603 544 491 444 400 361 325 291 259 228 197 164 1293 654 598 546 497 452 409 369 330 292 255 217 177 1364 679 626 574 526 479 435 392 350 309 267 226 183 1395 694 641 591 542 495 450 405 361 318 274 231 186 1416 702 651 601 553 505 459 413 368 323 279 234 188 1417 657 608 559 512 465 418 373 327 281 235 189 1428 612 564 516 469 422 376 329 283 237 190 1429 567 519 472 425 378 331 284 237 190 143

10 521 474 426 379 332 285 238 191 143

50 p

sf

1 458 396 344 299 259 224 1922 556 493 436 384 336 290 245 201 153 1023 597 535 477 421 368 317 266 214 161 1054 618 556 497 439 384 329 275 220 164 1065 629 567 508 450 392 336 280 223 165 1066 636 574 514 456 398 340 282 224 166 1067 579 519 459 401 342 284 225 166 1078 522 462 403 344 285 226 167 1079 464 405 345 286 227 167 107

10 406 346 287 227 167 107

60 p

sf

1 423 359 304 255 211 168 1222 506 438 374 315 257 198 1363 539 469 402 337 272 207 1404 554 483 414 346 279 211 1425 563 491 421 352 282 213 1426 568 496 425 355 284 214 1437 499 427 357 286 215 1438 429 358 286 215 1439 359 287 215 143

10 287 215 143

70 p

sf

1 385 318 258 202 1442 453 377 305 234 1603 478 399 321 243 1644 490 408 328 247 1665 496 413 331 249 1666 499 416 333 250 1677 418 334 251 1678 335 251 1679 252 167

10 167

80 p

sf

1 345 271 202 1302 398 312 227 1393 415 325 234 1424 423 330 237 1425 427 333 238 1436 429 334 239 1437 335 239 1438 240 1439 143

10See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 12: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

10 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 694 628 572 523 481 444 4132 867 812 759 711 666 625 588 555 524 496 471 448 4273 957 915 873 832 792 755 719 685 653 624 596 571 547 525 5044 1007 976 943 910 877 844 812 781 752 723 696 670 646 623 6015 1036 1013 988 962 934 907 880 852 826 800 774 750 726 704 6826 1055 1037 1017 996 974 951 928 905 881 858 835 813 791 769 7497 1053 1038 1021 1002 983 964 944 923 903 883 862 842 823 8038 1052 1038 1023 1007 990 973 956 938 920 902 884 866 8489 1051 1038 1025 1011 996 981 965 949 933 917 901 884

10 1050 1039 1026 1014 1000 987 973 958 944 929 914See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 20 22 24 26 27 28 292 20 23 25 27 29 30 31 33 34 34 35 35 363 20 23 25 28 30 31 33 34 36 37 37 38 39 39 394 20 23 26 28 30 32 34 36 37 38 39 40 41 42 425 21 23 26 29 31 33 35 36 38 39 41 42 43 43 446 21 24 26 29 31 33 35 37 39 40 42 43 44 45 467 24 27 29 32 34 36 38 40 41 43 44 45 46 478 27 29 32 34 36 38 40 42 43 45 46 47 489 29 32 34 37 39 41 42 44 46 47 48 49

10 32 35 37 39 41 43 45 46 48 49 50See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 738 668 608 556 512 473 4392 922 863 808 756 708 665 626 590 558 528 501 477 4543 1018 974 929 885 843 803 764 729 695 664 634 607 582 558 5364 1071 1038 1004 968 933 898 864 831 800 769 741 713 687 663 6395 1103 1078 1051 1023 994 965 936 907 878 851 824 798 773 749 7266 1123 1103 1082 1060 1036 1012 987 962 938 913 889 865 841 819 7967 1121 1104 1086 1066 1046 1025 1004 982 961 939 917 896 875 8558 1119 1104 1088 1071 1054 1035 1017 998 978 959 940 921 9029 1118 1105 1090 1075 1059 1043 1027 1010 993 975 958 941

10 1117 1105 1092 1078 1064 1050 1035 1020 1004 989 973

10 p

sf

1 696 626 566 515 471 432 3992 864 804 748 697 651 608 570 536 504 476 450 426 4043 947 899 852 807 765 725 687 653 621 591 563 537 513 490 4704 991 952 912 874 836 800 766 733 702 673 645 619 594 571 5495 1017 983 949 916 882 850 819 788 759 731 705 679 655 632 6106 1033 1003 973 943 913 884 855 827 800 773 748 723 700 677 6557 1017 990 962 935 907 881 854 829 804 780 756 733 711 6908 1001 975 950 925 899 875 850 827 803 781 758 737 7169 985 961 937 913 890 867 844 821 799 778 757 737

10 970 947 924 901 879 857 835 814 793 773 753

20 p

sf

1 652 582 522 471 427 389 3562 802 740 683 632 585 543 505 470 439 411 384 360 3383 873 819 768 720 676 634 595 559 526 495 465 438 412 388 3654 909 861 815 770 728 688 650 614 580 547 516 487 459 432 4065 930 885 842 801 760 721 684 648 614 581 549 519 489 460 4326 942 901 860 820 781 743 706 671 637 603 571 540 509 479 4507 911 871 833 795 758 722 686 652 619 586 554 523 492 4618 879 842 804 768 732 697 663 629 596 564 532 501 4709 848 812 776 740 705 671 637 604 572 539 508 476

10 817 781 746 711 677 643 610 577 545 513 481See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 13: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 11

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 606 535 475 424 380 341 3082 738 672 612 558 509 464 423 385 350 316 283 251 2183 795 734 677 623 573 526 481 439 398 358 319 279 239 198 1554 824 766 711 658 607 559 512 467 423 379 336 293 249 204 1585 840 784 730 678 627 577 530 483 437 391 346 300 254 208 1606 850 795 742 690 639 589 540 493 445 398 352 305 257 209 1617 802 749 698 647 597 548 499 451 403 355 307 259 211 1618 755 703 652 602 553 503 455 406 358 309 261 211 1629 707 656 606 556 507 457 409 360 311 261 212 162

10 659 609 559 509 459 410 361 312 262 212 162

40 p

sf

1 557 485 423 370 324 283 2452 669 598 532 472 416 363 312 261 209 1533 715 644 578 515 454 395 337 279 220 1584 737 667 600 535 472 410 349 287 224 1605 748 679 612 546 482 418 355 291 227 1616 755 687 619 553 488 423 358 293 228 1627 691 624 557 491 426 360 295 229 1628 627 560 494 428 362 296 229 1629 562 496 429 363 296 229 162

10 497 430 363 297 230 163

50 p

sf

1 505 430 365 306 253 200 1422 597 517 442 371 301 230 1563 631 549 470 393 316 239 1604 647 563 482 403 323 243 1615 655 571 489 408 326 245 1626 660 576 493 410 328 246 1627 579 495 412 329 246 1628 497 413 330 247 1639 414 331 247 163

10 331 247 163

60 p

sf

1 450 368 294 223 1482 520 428 339 250 1583 544 447 353 258 1614 554 456 358 261 1625 559 460 361 262 1626 563 462 363 263 1627 464 364 263 1638 364 264 1639 264 163

10 163

70 p

sf

1 388 297 206 1072 438 331 223 1113 453 340 227 1114 459 344 229 1125 462 346 229 1126 464 347 230 1127 348 230 1128 230 1129 112

10

80 p

sf

1 320 2112 350 2253 359 2284 362 2295 364 2306 364 2307 23089

10See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 14: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

12 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 694 628 572 523 481 444 4132 867 812 759 711 666 625 588 555 524 496 471 448 4273 957 915 873 832 792 755 719 685 653 624 596 571 547 525 5044 1007 976 943 910 877 844 812 781 752 723 696 670 646 623 6015 1036 1013 988 962 934 907 880 852 826 800 774 750 726 704 6826 1055 1037 1017 996 974 951 928 905 881 858 835 813 791 769 7497 1053 1038 1021 1002 983 964 944 923 903 883 862 842 823 8038 1052 1038 1023 1007 990 973 956 938 920 902 884 866 8489 1051 1038 1025 1011 996 981 965 949 933 917 901 884

10 1050 1039 1026 1014 1000 987 973 958 944 929 914See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 20 22 24 26 27 28 292 20 23 25 27 29 30 31 33 34 34 35 35 363 20 23 25 28 30 31 33 34 36 37 37 38 39 39 394 20 23 26 28 30 32 34 36 37 38 39 40 41 42 425 21 23 26 29 31 33 35 36 38 39 41 42 43 43 446 21 24 26 29 31 33 35 37 39 40 42 43 44 45 467 24 27 29 32 34 36 38 40 41 43 44 45 46 478 27 29 32 34 36 38 40 42 43 45 46 47 489 29 32 34 37 39 41 42 44 46 47 48 49

10 32 35 37 39 41 43 45 46 48 49 50See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 738 668 608 556 512 473 4392 922 863 808 756 708 665 626 590 558 528 501 477 4543 1018 974 929 885 843 803 764 729 695 664 634 607 582 558 5364 1071 1038 1004 968 933 898 864 831 800 769 741 713 687 663 6395 1103 1078 1051 1023 994 965 936 907 878 851 824 798 773 749 7266 1123 1103 1082 1060 1036 1012 987 962 938 913 889 865 841 819 7967 1121 1104 1086 1066 1046 1025 1004 982 961 939 917 896 875 8558 1119 1104 1088 1071 1054 1035 1017 998 978 959 940 921 9029 1118 1105 1090 1075 1059 1043 1027 1010 993 975 958 941

10 1117 1105 1092 1078 1064 1050 1035 1020 1004 989 973

10 p

sf

1 708 638 579 527 483 444 4112 881 821 766 715 668 626 587 552 521 492 466 442 4203 968 921 875 830 788 748 711 676 644 613 585 559 535 512 4914 1015 977 939 902 865 830 796 763 732 703 675 649 624 601 5795 1042 1011 979 947 916 885 854 825 796 769 742 717 693 670 6486 1059 1033 1005 978 950 922 895 868 842 816 792 768 745 723 7017 1047 1023 998 974 949 924 899 875 852 829 806 785 763 7438 1035 1013 991 968 945 923 901 879 857 836 815 795 7759 1024 1003 982 961 940 920 899 879 859 839 820 801

10 1013 993 974 954 934 915 896 877 858 840 821

20 p

sf

1 677 608 548 497 453 415 3812 838 778 722 670 624 582 544 510 479 450 425 401 3803 916 866 817 771 728 688 651 616 584 554 526 500 476 453 4324 957 914 872 831 792 755 719 686 654 624 596 569 544 520 4985 980 942 905 868 832 797 764 732 701 672 644 617 592 568 5446 995 960 926 892 858 826 794 764 734 705 678 651 626 601 5787 972 940 908 877 846 815 786 757 729 702 676 651 626 6028 950 920 889 860 830 802 774 747 720 694 669 644 6209 928 899 870 842 814 786 759 733 707 682 658 634

10 906 878 850 823 796 769 743 718 693 668 644See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 15: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 13

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 646 576 516 465 421 383 3502 794 731 674 622 576 533 495 460 429 400 374 349 3273 863 808 756 708 663 621 581 545 511 479 449 421 395 369 3454 898 849 801 756 713 672 633 596 561 528 496 465 436 408 3805 918 872 828 785 743 703 665 628 592 558 525 493 462 432 4026 930 887 844 803 762 723 685 648 613 578 544 511 479 447 4167 896 855 815 775 737 699 662 627 591 557 523 490 458 4258 863 823 784 746 709 672 636 601 566 532 498 465 4329 829 791 753 716 679 643 608 573 538 504 470 437

10 796 758 721 685 649 613 578 543 509 474 440

40 p

sf

1 613 543 483 431 387 349 3162 748 683 624 570 521 477 437 400 366 334 303 273 2443 808 748 692 639 590 544 501 460 420 383 346 310 273 236 1984 837 781 727 676 627 580 535 492 450 409 368 328 288 247 2055 854 800 748 697 648 601 555 510 466 423 381 338 296 252 2096 864 812 760 710 661 614 567 522 477 433 388 344 300 256 2117 819 769 719 670 622 576 529 484 438 393 348 303 258 2128 774 725 676 628 581 535 488 442 397 351 305 259 2139 729 681 633 585 538 492 445 399 353 307 260 213

10 684 636 588 541 494 447 401 354 308 261 214

50 p

sf

1 579 508 447 395 350 311 2762 700 631 569 512 460 411 366 322 280 237 192 1443 751 685 623 564 509 456 405 355 306 255 204 1504 776 712 650 591 534 478 424 371 317 264 209 1525 789 726 665 606 548 491 435 379 324 268 211 1536 797 735 674 614 556 498 441 384 327 270 212 1547 741 680 620 561 503 445 387 330 272 213 1548 684 624 565 506 448 389 331 273 214 1549 627 567 508 449 391 332 273 214 155

10 569 510 451 392 333 274 214 155

60 p

sf

1 544 471 409 355 307 264 2232 650 577 509 447 388 331 275 218 1583 693 619 550 483 419 356 293 229 1634 713 640 569 501 434 367 301 233 1655 724 651 580 510 441 373 305 236 1666 730 657 586 515 446 376 307 237 1667 661 590 519 449 378 308 238 1668 593 521 450 380 309 238 1679 523 452 381 310 238 167

10 453 382 310 239 167

70 p

sf

1 507 431 366 308 254 202 1452 598 518 444 373 304 234 1603 633 551 472 396 320 243 1644 648 566 485 406 326 247 1655 657 574 492 411 330 248 1666 662 578 496 414 332 249 1667 581 498 415 333 250 1678 500 417 334 250 1679 418 334 251 167

10 335 251 167

80 p

sf

1 467 388 318 252 185 1112 544 456 372 290 206 1173 571 479 390 301 211 1184 583 490 397 306 213 1185 589 495 401 308 214 1196 593 498 403 309 214 1197 500 405 310 215 1198 406 310 215 1199 311 215 119

10 215 119See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 16: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

14 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 801 727 663 607 559 517 4812 996 936 878 824 774 728 687 648 613 582 553 526 5013 1093 1049 1004 960 917 875 835 798 762 729 698 669 642 616 5934 1146 1114 1080 1045 1009 974 940 906 873 842 812 783 756 730 7055 1177 1153 1127 1099 1071 1042 1013 984 955 927 899 872 846 821 7976 1196 1178 1157 1136 1113 1089 1065 1040 1015 990 966 941 917 894 8717 1195 1178 1161 1142 1123 1102 1081 1060 1038 1017 995 974 952 9318 1193 1179 1164 1147 1130 1112 1094 1075 1056 1037 1018 999 9809 1192 1179 1166 1151 1136 1120 1104 1087 1070 1053 1036 1019

10 1191 1180 1167 1154 1141 1126 1112 1097 1082 1067 1051See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 26 29 31 34 35 37 382 27 30 33 36 38 40 41 42 44 44 45 45 463 27 31 34 37 39 42 43 45 47 48 49 50 50 51 514 28 31 35 38 40 43 45 47 49 50 51 52 53 54 555 28 32 35 38 41 44 46 48 50 52 53 55 56 57 586 28 32 35 39 42 45 47 49 52 53 55 57 58 59 607 32 36 39 42 45 48 50 53 55 56 58 60 61 628 36 39 43 46 48 51 53 56 58 59 61 62 649 40 43 46 49 52 54 56 58 60 62 64 65

10 43 46 49 52 55 57 59 61 63 65 66See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 852 773 705 646 595 550 5112 1059 995 934 877 824 775 730 690 653 619 588 559 5343 1163 1116 1069 1021 975 931 889 849 811 776 743 712 683 656 6304 1219 1185 1149 1111 1074 1036 1000 964 929 896 864 833 804 776 7505 1252 1226 1199 1169 1139 1108 1077 1046 1016 986 956 928 900 873 8486 1273 1253 1231 1208 1184 1159 1133 1106 1080 1053 1027 1001 976 951 9277 1271 1254 1235 1215 1194 1173 1150 1128 1105 1082 1059 1036 1013 9918 1269 1254 1238 1220 1202 1183 1164 1144 1124 1103 1083 1063 10429 1268 1255 1240 1225 1208 1192 1174 1157 1139 1121 1102 1084

10 1267 1255 1242 1228 1213 1198 1183 1167 1151 1135 1118

10 p

sf

1 803 724 657 598 548 504 4652 991 925 864 807 755 708 665 625 590 557 527 500 4753 1080 1028 978 929 882 838 797 758 722 688 656 627 600 574 5504 1127 1085 1042 1000 960 920 882 846 812 779 748 719 691 665 6405 1154 1118 1081 1044 1008 973 939 906 874 843 813 785 758 732 7076 1171 1138 1106 1073 1041 1009 977 946 917 887 859 832 806 780 7567 1152 1122 1093 1063 1033 1004 975 947 920 893 867 841 817 7938 1134 1106 1078 1051 1023 996 969 943 918 893 868 844 8219 1116 1090 1064 1038 1012 986 961 936 912 888 865 842

10 1099 1073 1048 1024 999 975 951 927 904 881 859

20 p

sf

1 751 673 605 547 497 454 4162 919 851 788 730 678 630 587 547 512 479 449 421 3953 995 936 880 826 777 730 687 646 608 572 539 508 478 450 4234 1032 980 929 880 833 788 745 705 666 629 594 561 528 497 4675 1054 1005 958 911 866 823 781 741 702 665 629 594 560 527 4956 1067 1021 975 931 888 845 804 764 726 688 651 616 581 547 5137 1031 987 944 902 860 820 780 742 704 667 631 595 560 5258 995 953 912 871 831 791 753 715 678 641 605 569 5349 960 919 878 839 800 761 723 686 649 612 576 540

10 924 884 845 806 767 729 691 654 617 581 545See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 17: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 15

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 698 619 551 492 442 398 3592 844 771 704 642 587 536 489 445 404 365 327 289 2513 905 837 773 713 656 602 551 503 456 410 365 319 273 225 1764 935 871 809 749 692 637 584 532 482 432 383 333 283 232 1795 951 889 828 769 712 656 602 549 496 444 393 341 288 235 1816 961 900 840 782 724 668 613 559 505 452 398 345 291 237 1827 907 848 790 732 676 620 565 511 456 402 348 293 238 1828 853 795 738 681 625 570 515 460 405 350 294 239 1829 799 742 685 629 573 517 462 406 351 295 239 183

10 745 688 631 575 519 463 408 352 296 240 183

40 p

sf

1 642 560 490 429 376 328 2852 765 684 610 541 477 417 357 299 238 174 1053 812 733 658 586 517 450 384 317 249 179 1064 835 757 681 608 536 465 395 325 254 181 1075 847 769 693 619 546 473 401 329 256 182 1076 854 777 701 626 552 478 405 331 257 182 1077 781 705 630 555 481 407 333 258 183 1078 708 633 558 483 408 334 259 183 1079 635 560 484 409 334 259 183 107

10 561 485 410 335 259 183 107

50 p

sf

1 581 496 421 354 291 229 1632 680 590 504 423 343 262 1773 716 623 534 446 359 271 1814 732 638 546 456 365 274 1825 740 646 553 461 369 276 1836 745 651 557 464 371 277 1837 654 559 465 372 278 1838 561 467 373 278 1839 468 373 278 183

10 373 279 183

60 p

sf

1 516 423 338 256 1682 591 487 386 284 1793 616 507 399 292 1824 627 515 405 294 1835 632 520 408 296 1836 635 522 410 297 1837 524 411 297 1838 411 297 1839 298 183

10 184

70 p

sf

1 445 339 235 1222 497 375 252 1253 512 385 257 1264 519 389 258 1265 522 391 259 1266 524 392 259 1267 392 260 1268 260 1269 126

10

80 p

sf

1 366 240 1052 397 254 1073 405 257 1074 409 259 1075 410 259 1076 411 260 1077 260 1078 1079

10See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 18: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

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16 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 801 727 663 607 559 517 4812 996 936 878 824 774 728 687 648 613 582 553 526 5013 1093 1049 1004 960 917 875 835 798 762 729 698 669 642 616 5934 1146 1114 1080 1045 1009 974 940 906 873 842 812 783 756 730 7055 1177 1153 1127 1099 1071 1042 1013 984 955 927 899 872 846 821 7976 1196 1178 1157 1136 1113 1089 1065 1040 1015 990 966 941 917 894 8717 1195 1178 1161 1142 1123 1102 1081 1060 1038 1017 995 974 952 9318 1193 1179 1164 1147 1130 1112 1094 1075 1056 1037 1018 999 9809 1192 1179 1166 1151 1136 1120 1104 1087 1070 1053 1036 1019

10 1191 1180 1167 1154 1141 1126 1112 1097 1082 1067 1051See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 26 29 31 34 35 37 382 27 30 33 36 38 40 41 42 44 44 45 45 463 27 31 34 37 39 42 43 45 47 48 49 50 50 51 514 28 31 35 38 40 43 45 47 49 50 51 52 53 54 555 28 32 35 38 41 44 46 48 50 52 53 55 56 57 586 28 32 35 39 42 45 47 49 52 53 55 57 58 59 607 32 36 39 42 45 48 50 53 55 56 58 60 61 628 36 39 43 46 48 51 53 56 58 59 61 62 649 40 43 46 49 52 54 56 58 60 62 64 65

10 43 46 49 52 55 57 59 61 63 65 66See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 852 773 705 646 595 550 5112 1059 995 934 877 824 775 730 690 653 619 588 559 5343 1163 1116 1069 1021 975 931 889 849 811 776 743 712 683 656 6304 1219 1185 1149 1111 1074 1036 1000 964 929 896 864 833 804 776 7505 1252 1226 1199 1169 1139 1108 1077 1046 1016 986 956 928 900 873 8486 1273 1253 1231 1208 1184 1159 1133 1106 1080 1053 1027 1001 976 951 9277 1271 1254 1235 1215 1194 1173 1150 1128 1105 1082 1059 1036 1013 9918 1269 1254 1238 1220 1202 1183 1164 1144 1124 1103 1083 1063 10429 1268 1255 1240 1225 1208 1192 1174 1157 1139 1121 1102 1084

10 1267 1255 1242 1228 1213 1198 1183 1167 1151 1135 1118

10 p

sf

1 818 740 672 613 563 519 4802 1013 948 887 830 778 730 686 647 611 578 548 520 4953 1107 1057 1007 959 913 869 827 788 752 718 686 656 629 603 5794 1156 1117 1076 1036 997 958 921 886 851 819 788 759 731 704 6795 1185 1152 1119 1085 1051 1017 984 952 921 891 862 834 807 782 7576 1203 1175 1146 1116 1087 1057 1028 999 971 943 916 890 865 840 8167 1190 1164 1138 1112 1085 1059 1033 1007 981 956 932 908 884 8628 1177 1153 1129 1105 1081 1057 1033 1009 986 963 941 919 8979 1165 1142 1120 1098 1075 1053 1031 1009 987 966 945 925

10 1152 1131 1110 1089 1068 1048 1027 1006 986 966 946

20 p

sf

1 784 706 638 580 529 486 4482 965 898 837 780 728 680 638 598 563 531 501 474 4493 1049 995 942 892 845 800 758 719 683 649 618 588 561 535 5114 1092 1046 1001 957 914 873 834 797 762 728 697 667 638 612 5865 1117 1076 1036 996 957 919 883 848 814 781 750 721 692 665 6396 1132 1095 1058 1021 985 950 915 882 849 818 787 758 730 702 6767 1108 1073 1038 1004 971 938 905 874 843 814 785 757 729 7038 1083 1050 1018 985 954 922 892 862 833 804 776 749 7239 1059 1027 996 965 935 905 876 847 819 791 764 738

10 1035 1004 974 944 915 886 858 830 803 776 749See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 19: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

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www.vulcraft.com December 2016 17

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 749 670 603 545 494 451 4132 915 847 783 725 673 625 582 543 507 474 444 416 3903 990 930 874 821 770 724 680 639 601 565 531 499 469 441 4134 1027 974 922 873 825 780 737 696 657 620 584 550 517 486 4555 1048 999 951 904 858 814 772 731 692 654 617 582 547 514 4816 1061 1014 968 923 879 836 794 754 714 676 639 602 567 532 4977 1024 980 936 893 850 809 769 730 691 653 616 580 544 5088 988 945 902 861 820 780 740 701 663 626 589 552 5169 951 909 868 827 787 748 709 671 633 596 558 522

10 914 873 833 793 754 715 676 638 600 563 526

40 p

sf

1 712 633 565 507 457 413 3752 864 792 726 666 612 562 517 475 436 400 365 332 3003 929 864 802 744 689 638 589 544 500 458 417 377 338 298 2564 961 899 840 784 730 678 628 580 534 489 444 400 356 312 2675 978 920 862 807 753 701 651 601 553 506 459 413 366 320 2726 989 932 876 821 768 716 664 614 565 517 468 420 372 324 2757 940 885 830 777 725 674 623 573 524 474 425 376 327 2778 891 837 784 731 680 629 578 528 478 429 379 329 2799 841 788 736 684 633 582 532 481 431 381 330 280

10 792 739 688 636 585 534 483 433 382 331 280

50 p

sf

1 674 594 526 467 415 370 3302 811 735 665 601 543 489 438 390 343 296 248 198 1443 866 794 726 661 599 541 484 429 375 321 265 208 1484 893 823 755 690 627 566 507 448 390 332 272 212 1505 907 838 772 706 643 580 519 458 398 337 276 214 1516 916 848 781 716 652 589 526 464 403 341 278 215 1517 854 788 722 658 594 531 468 406 343 279 216 1518 792 727 662 598 534 471 408 344 280 216 1529 730 665 601 536 473 409 345 281 216 152

10 667 602 538 474 410 346 281 217 152

60 p

sf

1 635 553 483 422 368 319 2742 756 674 599 529 464 401 340 279 215 1463 802 722 645 572 501 432 363 294 223 1494 824 744 667 591 518 445 373 300 226 1515 835 756 678 602 527 452 378 303 228 1516 842 763 685 608 532 456 381 305 229 1517 767 689 612 535 459 383 306 229 1528 692 615 538 461 384 307 230 1529 617 539 462 385 307 230 152

10 540 463 385 308 230 152

70 p

sf

1 594 509 436 371 311 254 1942 698 610 527 449 373 297 219 1363 736 646 560 476 393 310 225 1374 753 663 575 488 401 315 227 1385 762 672 582 494 406 318 229 1386 768 677 587 497 408 319 229 1397 680 589 500 410 320 230 1398 591 501 411 321 230 1399 502 412 321 230 139

10 412 321 230 139

80 p

sf

1 551 462 383 310 239 1622 638 541 449 359 268 1733 668 568 470 373 276 1764 682 580 479 379 279 1775 689 586 484 382 280 1776 693 589 487 384 281 1787 591 488 385 282 1788 489 386 282 1789 386 282 178

10 282 178See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 20: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

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18 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 801 727 663 607 559 517 4812 996 936 878 824 774 728 687 648 613 582 553 526 5013 1093 1049 1004 960 917 875 835 798 762 729 698 669 642 616 5934 1146 1114 1080 1045 1009 974 940 906 873 842 812 783 756 730 7055 1177 1153 1127 1099 1071 1042 1013 984 955 927 899 872 846 821 7976 1196 1178 1157 1136 1113 1089 1065 1040 1015 990 966 941 917 894 8717 1195 1178 1161 1142 1123 1102 1081 1060 1038 1017 995 974 952 9318 1193 1179 1164 1147 1130 1112 1094 1075 1056 1037 1018 999 9809 1192 1179 1166 1151 1136 1120 1104 1087 1070 1053 1036 1019

10 1191 1180 1167 1154 1141 1126 1112 1097 1082 1067 1051See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 26 29 31 34 35 37 382 27 30 33 36 38 40 41 42 44 44 45 45 463 27 31 34 37 39 42 43 45 47 48 49 50 50 51 514 28 31 35 38 40 43 45 47 49 50 51 52 53 54 555 28 32 35 38 41 44 46 48 50 52 53 55 56 57 586 28 32 35 39 42 45 47 49 52 53 55 57 58 59 607 32 36 39 42 45 48 50 53 55 56 58 60 61 628 36 39 43 46 48 51 53 56 58 59 61 62 649 40 43 46 49 52 54 56 58 60 62 64 65

10 43 46 49 52 55 57 59 61 63 65 66See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 852 773 705 646 595 550 5112 1059 995 934 877 824 775 730 690 653 619 588 559 5343 1163 1116 1069 1021 975 931 889 849 811 776 743 712 683 656 6304 1219 1185 1149 1111 1074 1036 1000 964 929 896 864 833 804 776 7505 1252 1226 1199 1169 1139 1108 1077 1046 1016 986 956 928 900 873 8486 1273 1253 1231 1208 1184 1159 1133 1106 1080 1053 1027 1001 976 951 9277 1271 1254 1235 1215 1194 1173 1150 1128 1105 1082 1059 1036 1013 9918 1269 1254 1238 1220 1202 1183 1164 1144 1124 1103 1083 1063 10429 1268 1255 1240 1225 1208 1192 1174 1157 1139 1121 1102 1084

10 1267 1255 1242 1228 1213 1198 1183 1167 1151 1135 1118

10 p

sf

1 821 743 675 616 566 521 4832 1017 952 891 834 782 734 690 651 614 581 551 524 4983 1112 1062 1012 964 918 874 833 794 757 723 691 661 634 608 5844 1162 1122 1083 1043 1004 965 928 893 858 826 795 765 738 711 6865 1191 1159 1126 1092 1059 1025 993 961 930 900 871 843 816 790 7666 1209 1181 1153 1124 1095 1066 1037 1009 980 953 926 900 875 850 8277 1197 1172 1146 1121 1095 1069 1043 1017 992 967 943 919 896 8748 1185 1162 1139 1115 1092 1068 1045 1021 998 976 953 932 9109 1173 1152 1130 1109 1087 1065 1044 1022 1001 980 959 939

10 1162 1142 1122 1101 1081 1061 1041 1021 1001 981 962

20 p

sf

1 790 711 644 586 535 491 4532 973 907 845 788 736 689 646 607 572 539 510 483 4583 1059 1005 953 904 857 812 771 732 696 662 630 601 574 548 5244 1103 1058 1014 971 929 888 850 813 778 745 713 684 656 629 6045 1129 1089 1050 1011 973 936 901 866 833 801 771 741 713 687 6616 1144 1109 1073 1038 1003 968 935 902 871 840 811 782 754 728 7027 1122 1088 1055 1023 990 959 928 897 868 839 811 784 758 7328 1099 1068 1037 1006 976 946 917 888 860 832 806 780 7549 1077 1047 1017 988 959 931 903 875 849 822 796 771

10 1055 1026 998 969 942 914 887 861 835 809 784See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 21: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 19

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 758 679 612 554 504 460 4222 928 860 797 740 687 640 597 558 522 489 460 432 4073 1005 947 892 839 790 744 701 661 623 588 555 525 496 468 4424 1044 993 943 895 848 804 763 723 685 649 615 583 551 522 4935 1066 1019 972 927 884 842 801 762 724 688 653 620 587 556 5256 1079 1035 991 948 906 865 826 787 750 714 678 644 611 578 5467 1045 1003 962 921 881 842 804 767 731 696 661 627 594 5618 1012 972 932 893 854 817 780 743 708 673 639 605 5719 978 939 901 863 825 789 752 717 682 647 613 579

10 945 907 869 832 795 759 723 688 653 619 585

40 p

sf

1 725 646 578 520 470 426 3882 882 811 746 687 633 585 540 499 462 427 395 364 3353 950 886 827 770 717 668 621 578 536 497 460 423 388 353 3184 983 925 869 815 763 713 666 621 578 536 495 455 416 377 3385 1002 946 892 840 789 740 693 647 602 558 516 473 432 390 3486 1013 960 907 856 806 757 709 663 617 572 528 485 441 398 3557 968 917 866 817 768 720 673 627 582 537 492 448 403 3598 923 873 824 776 728 681 634 588 543 497 452 407 3629 879 829 781 733 686 639 593 547 501 455 410 364

10 833 785 737 690 643 596 550 504 457 411 365

50 p

sf

1 691 611 543 484 433 389 3502 833 759 691 630 573 521 473 428 386 345 304 263 2203 893 824 758 697 638 583 531 480 431 383 335 286 236 183 1294 922 855 792 730 672 615 560 506 453 401 349 296 242 187 1305 937 873 810 749 690 632 576 520 466 411 356 301 245 188 1306 947 883 822 761 701 643 586 529 473 417 361 304 247 189 1317 890 829 768 709 650 592 535 477 420 363 306 248 190 1318 834 773 714 655 596 538 481 423 365 307 249 190 1319 777 717 658 599 541 483 425 367 308 250 191 131

10 720 661 602 543 484 426 368 309 250 191 131

60 p

sf

1 655 574 505 445 393 347 3052 784 705 633 567 505 448 392 339 285 229 169 1053 835 759 686 618 552 489 427 365 303 240 175 1064 859 784 712 642 574 508 442 377 312 245 177 1075 872 798 726 655 586 518 451 383 316 247 178 1076 880 806 734 663 593 524 456 387 318 249 178 1077 811 739 668 598 528 459 389 319 249 179 1078 743 672 601 531 461 391 320 250 179 1079 674 603 533 462 392 321 250 179 108

10 605 534 463 392 322 251 179 108

70 p

sf

1 619 536 464 402 346 295 2452 732 648 570 497 428 361 294 224 1503 775 691 611 533 458 383 308 232 1534 795 711 629 550 471 393 315 235 1545 806 722 639 558 478 398 318 237 1556 812 728 645 563 482 401 319 238 1557 732 649 566 484 403 321 238 1558 651 568 486 404 321 239 1559 570 487 405 322 239 155

10 488 405 322 239 155

80 p

sf

1 580 494 420 352 290 227 1602 679 588 502 421 340 259 1743 714 621 531 443 356 267 1774 730 636 544 453 362 271 1785 739 644 551 458 365 273 1796 743 648 554 461 367 273 1797 651 557 463 368 274 1798 558 464 369 274 1799 465 370 275 179

10 370 275 179See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 22: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

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24

20 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 603 531 472 425 386 351 3202 780 698 630 572 524 482 446 415 388 362 339 319 3013 915 833 762 700 645 598 557 520 488 459 433 410 389 370 3534 1015 939 870 807 751 701 656 615 579 547 518 491 467 445 4255 1091 1022 957 896 841 790 743 701 663 628 596 567 540 516 4946 1147 1086 1027 970 917 867 820 777 738 702 668 637 609 583 5587 1137 1083 1031 980 932 887 845 805 768 734 702 672 645 6198 1128 1080 1034 988 945 904 865 828 793 761 731 702 6769 1122 1078 1036 995 955 917 881 847 815 784 755 709

10 1116 1077 1038 1000 964 929 895 863 833 785 709See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 49 51 52 53 53 52 522 50 53 55 56 56 56 56 55 54 53 52 51 503 52 55 57 58 59 59 59 58 58 57 56 55 54 53 524 53 56 58 60 61 61 62 61 61 60 59 58 57 56 555 54 57 60 62 63 64 64 64 64 63 62 62 61 60 596 54 58 61 63 65 66 66 66 66 66 65 64 64 63 627 59 62 65 66 67 68 68 68 68 68 67 66 65 658 63 66 68 69 70 70 70 70 70 69 69 68 679 67 69 70 71 72 72 72 72 71 71 70 69

10 70 71 73 73 74 74 74 73 73 72 72See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 642 564 503 452 411 373 3412 830 743 670 609 557 513 475 442 413 386 361 339 3203 973 886 811 744 687 636 592 553 519 488 460 436 414 393 3754 1080 999 925 859 799 745 697 655 616 582 551 522 497 473 4525 1160 1087 1018 954 894 840 791 746 705 668 634 603 575 549 5256 1220 1156 1092 1032 975 922 873 827 785 746 711 678 648 620 5947 1209 1152 1096 1043 992 944 899 856 817 781 747 715 686 6598 1200 1149 1100 1051 1005 961 920 881 844 810 777 747 7099 1193 1147 1102 1058 1016 976 938 901 867 834 785 709

10 1187 1145 1104 1064 1025 988 953 919 875 785 709

10 p

sf

1 623 546 484 434 392 356 3242 808 721 649 588 537 493 455 422 393 367 344 322 3043 946 860 785 720 663 613 569 531 497 466 439 415 393 373 3554 1049 968 895 829 770 718 671 629 591 557 526 499 473 450 4295 1124 1051 982 919 860 807 759 715 675 639 606 576 548 523 4996 1180 1115 1051 991 935 883 835 791 750 712 678 646 616 589 5647 1164 1106 1050 997 947 900 856 815 777 742 709 679 650 6248 1150 1098 1048 1001 955 913 872 835 799 766 735 706 6799 1137 1091 1046 1003 961 922 885 850 817 785 756 709

10 1126 1084 1043 1003 965 929 895 862 831 785 709

20 p

sf

1 604 527 465 415 373 339 3072 785 699 627 567 516 472 434 401 373 347 325 305 2873 919 834 759 694 638 589 545 507 474 444 417 393 371 351 3334 1017 936 863 798 740 688 642 600 563 530 500 472 448 425 4045 1087 1014 945 882 824 772 724 681 642 606 574 544 517 492 4706 1139 1072 1008 948 893 841 794 750 710 673 640 609 580 553 5297 1117 1058 1002 948 899 852 809 769 731 697 665 635 608 5828 1097 1044 994 946 901 858 819 782 747 714 684 656 6299 1079 1031 985 942 901 862 825 790 758 727 698 671

10 1062 1018 976 936 898 862 828 795 765 736 708See page 2 for footnotes

1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 23: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 21

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 585 508 446 396 355 320 2902 763 677 605 545 494 451 413 380 352 327 304 284 2673 891 806 732 667 612 563 520 482 449 419 392 368 347 327 3094 983 903 830 765 708 656 611 570 533 500 470 443 418 396 3755 1049 975 905 842 785 733 686 643 605 569 537 508 481 456 4336 1097 1028 963 903 847 795 748 705 665 628 595 564 535 509 4847 1069 1008 950 896 846 799 756 715 678 644 612 582 554 5288 1043 988 936 887 841 798 758 720 685 652 621 593 5659 1018 968 920 875 833 793 755 720 687 655 626 598

10 994 947 904 862 822 785 749 716 684 654 625

40 p

sf

1 566 489 427 377 336 301 2712 739 654 582 522 472 428 391 359 330 305 283 263 2453 863 777 703 639 584 535 492 455 422 392 365 341 3194 949 868 795 730 673 621 576 535 498 465 435 407 3825 1010 934 864 800 742 690 643 600 561 525 493 463 4356 1054 983 916 854 797 745 697 653 612 575 540 508 4787 1019 955 895 840 788 740 695 654 615 579 545 5138 986 928 873 822 774 729 687 647 610 575 5419 953 900 849 802 757 714 674 636 600 565

10 921 872 824 779 737 696 657 620 584

50 p

sf

1 547 470 408 358 316 282 2522 716 630 559 499 448 405 368 335 307 281 2583 833 747 673 609 553 505 462 424 390 360 3324 914 831 758 693 634 583 536 495 457 422 3905 970 892 820 755 696 643 594 550 509 471 4366 1010 935 866 802 743 689 639 592 549 509 4707 967 900 837 779 724 673 625 580 538 4978 926 864 806 751 700 651 605 561 5189 885 828 773 721 671 624 579 535

10 845 790 738 688 640 593 548

60 p

sf

1 528 450 388 338 297 262 2322 691 606 534 474 424 380 342 309 2803 803 716 642 577 521 471 427 388 3524 878 793 718 652 592 539 491 447 4065 929 847 773 706 645 589 537 489 4446 965 886 813 746 684 626 572 521 4727 914 842 775 712 653 598 544 4938 864 797 734 674 617 562 5099 814 751 690 632 576 521

10 764 703 644 586 530

70 p

sf

1 508 430 368 318 277 242 2122 666 580 508 448 397 352 313 2793 771 683 608 542 484 432 386 3434 840 753 676 607 545 489 436 3875 886 801 724 653 588 528 471 4166 918 835 757 686 619 555 495 4367 859 782 709 641 575 512 4518 800 727 657 590 525 4619 740 669 601 535 469

10 679 610 542 475

80 p

sf

1 488 410 348 298 256 220 1902 640 553 481 420 367 321 2793 738 649 571 503 442 387 3354 801 711 631 558 492 429 3695 842 753 671 595 525 457 3916 870 781 699 621 547 476 4067 802 718 639 563 489 4168 733 652 575 498 4239 662 583 505 428

10 589 511 432See page 2 for footnotes

1.5PLB22 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 24: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

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24

22 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 770 679 606 546 497 455 4182 1004 905 821 748 687 634 588 547 512 481 453 427 4023 1173 1078 993 917 850 790 738 691 649 612 578 548 520 496 4734 1292 1207 1127 1053 985 924 868 818 772 731 693 659 628 599 5735 1377 1303 1231 1162 1097 1036 981 929 881 838 798 761 726 695 6666 1439 1375 1311 1248 1188 1130 1076 1025 977 933 891 853 817 783 7527 1429 1373 1317 1261 1208 1156 1107 1060 1016 974 935 899 864 8328 1422 1372 1321 1272 1224 1177 1132 1089 1048 1009 972 938 9059 1416 1370 1325 1280 1236 1194 1153 1113 1075 1039 1004 947

10 1411 1369 1328 1287 1247 1208 1170 1133 1098 1050 947See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 68 70 70 70 69 68 662 71 74 75 75 75 74 73 71 70 68 66 65 633 74 77 79 80 80 79 78 77 76 74 73 71 69 68 664 76 80 82 83 84 84 83 82 81 80 78 77 75 73 725 78 82 85 86 87 87 87 86 85 84 83 81 80 78 776 79 84 87 89 90 91 91 90 89 88 87 86 84 83 827 85 89 91 93 93 94 93 93 92 91 90 89 87 868 90 93 95 96 96 96 96 95 95 93 92 91 909 95 97 98 99 99 99 98 98 97 96 95 93

10 99 100 101 101 101 101 101 100 99 98 97See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 819 723 645 581 528 484 4442 1068 963 873 796 731 674 625 582 545 511 482 454 4283 1248 1147 1056 975 904 841 785 735 690 651 615 583 554 527 5034 1375 1284 1199 1120 1048 983 924 870 822 778 738 701 668 637 6095 1465 1386 1309 1236 1167 1103 1043 988 938 891 849 809 773 739 7086 1530 1463 1394 1328 1263 1202 1144 1090 1039 992 948 907 869 833 8007 1520 1461 1401 1342 1285 1230 1177 1128 1081 1037 995 956 919 8858 1512 1459 1406 1353 1302 1252 1204 1158 1115 1074 1034 997 9479 1506 1458 1410 1362 1315 1270 1226 1184 1143 1105 1050 947

10 1501 1457 1413 1369 1327 1285 1245 1205 1168 1050 947

10 p

sf

1 796 700 622 559 506 462 4242 1040 935 846 770 705 649 600 558 520 487 458 432 4083 1213 1112 1022 943 872 810 755 706 662 623 588 556 527 501 4774 1333 1243 1158 1080 1009 945 887 835 787 744 705 669 637 607 5795 1418 1338 1261 1188 1120 1057 999 945 896 851 809 771 736 703 6736 1478 1408 1339 1272 1208 1148 1092 1039 989 944 901 861 825 790 7587 1461 1399 1338 1279 1222 1168 1117 1069 1024 981 941 903 868 8358 1445 1390 1336 1283 1232 1183 1136 1092 1050 1010 973 937 9049 1432 1382 1332 1285 1238 1194 1151 1110 1071 1034 998 947

10 1419 1373 1328 1285 1242 1201 1162 1124 1087 1050 947

20 p

sf

1 773 677 599 536 483 439 4012 1012 907 818 743 678 623 574 532 495 462 433 407 3843 1177 1077 988 909 839 778 723 675 632 593 559 527 499 473 4494 1291 1199 1115 1038 968 905 848 796 750 707 669 634 602 573 5465 1369 1288 1210 1137 1070 1008 950 898 850 805 765 727 693 661 6326 1425 1352 1281 1213 1150 1090 1034 982 933 888 847 808 772 739 7077 1399 1335 1272 1212 1155 1101 1050 1003 958 916 877 840 806 7748 1376 1318 1262 1208 1156 1107 1060 1017 975 936 899 864 8319 1354 1301 1250 1201 1154 1108 1065 1025 986 949 914 881

10 1333 1285 1238 1192 1148 1107 1067 1028 992 957 924See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 25: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 23

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 750 654 576 513 460 416 3792 982 878 790 715 651 595 547 506 469 436 407 381 3583 1140 1040 951 873 804 743 689 641 599 561 526 495 467 441 4184 1247 1155 1070 993 924 861 805 754 707 666 628 593 561 532 5055 1319 1236 1157 1083 1016 954 897 844 797 753 712 675 641 609 5796 1370 1294 1220 1151 1086 1026 970 917 869 824 782 744 707 674 6427 1336 1268 1203 1141 1082 1027 976 927 882 840 800 763 728 6958 1304 1242 1183 1127 1073 1023 975 929 887 847 809 773 7389 1273 1217 1162 1110 1060 1013 968 926 885 846 810 775

10 1243 1190 1140 1091 1045 1000 957 917 878 841 805

40 p

sf

1 726 630 553 489 437 393 3562 952 848 760 686 622 567 519 478 441 408 379 353 3303 1103 1002 913 835 766 706 652 604 562 523 489 458 429 403 3784 1202 1108 1022 945 875 813 756 705 659 616 578 542 509 479 4515 1268 1182 1101 1026 957 894 836 783 735 690 648 610 574 540 5086 1314 1234 1157 1085 1018 956 898 844 794 748 704 663 624 588 5537 1271 1199 1130 1064 1003 946 891 841 793 748 705 664 625 5888 1230 1163 1100 1040 982 928 877 828 782 738 696 655 6169 1189 1127 1068 1011 957 906 857 810 764 721 679 638

10 1149 1091 1034 981 929 879 832 786 741 698 655

50 p

sf

1 702 606 529 466 413 369 3322 921 817 730 655 591 536 489 447 410 377 347 320 2963 1063 962 873 794 725 664 610 562 518 479 443 409 3784 1155 1059 972 894 823 759 701 648 600 556 514 475 4385 1216 1125 1042 964 893 828 768 713 661 613 567 524 4826 1257 1172 1091 1015 945 879 818 760 706 655 606 559 5137 1205 1127 1053 983 917 855 796 740 687 635 585 5368 1153 1080 1011 946 883 823 766 711 657 605 5549 1102 1033 968 905 844 786 729 674 620 567

10 1050 985 922 860 801 744 687 632 577

60 p

sf

1 678 582 505 442 389 345 3082 890 785 697 623 559 503 455 412 374 339 307 2763 1023 920 830 750 680 618 562 511 465 422 380 3404 1107 1008 919 838 765 698 637 581 528 478 429 3805 1162 1067 979 898 824 754 690 629 571 516 461 4066 1199 1107 1021 941 865 794 727 663 602 542 483 4237 1136 1051 971 895 823 754 688 624 560 498 4358 1073 994 918 844 774 706 639 574 509 4439 1011 934 861 789 720 651 584 517 449

10 947 873 801 730 660 592 523 454

70 p

sf

1 654 558 480 417 364 320 2822 857 752 663 588 523 466 416 370 328 287 2463 981 876 784 702 630 564 504 448 395 341 2864 1058 955 862 777 700 629 562 498 436 373 3085 1107 1006 914 827 747 672 600 530 461 392 3206 1139 1041 949 862 779 701 625 551 478 404 3287 1065 973 886 802 721 643 566 489 412 3338 991 903 818 736 655 576 497 417 3369 916 830 747 665 584 503 421 338

10 840 755 672 589 507 424 340

80 p

sf

1 629 532 455 391 338 293 2542 823 717 627 550 482 422 368 315 2623 937 830 734 649 572 501 434 367 2984 1006 899 801 711 628 549 472 395 3165 1050 943 844 751 663 578 495 412 3266 1078 973 873 777 686 598 510 422 3327 993 892 796 702 611 520 429 3368 906 809 713 620 527 433 3399 818 722 626 532 437 341

10 728 631 536 439 342See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 26: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

24 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 770 679 606 546 497 455 4182 1004 905 821 748 687 634 588 547 512 481 453 427 4023 1173 1078 993 917 850 790 738 691 649 612 578 548 520 496 4734 1292 1207 1127 1053 985 924 868 818 772 731 693 659 628 599 5735 1377 1303 1231 1162 1097 1036 981 929 881 838 798 761 726 695 6666 1439 1375 1311 1248 1188 1130 1076 1025 977 933 891 853 817 783 7527 1429 1373 1317 1261 1208 1156 1107 1060 1016 974 935 899 864 8328 1422 1372 1321 1272 1224 1177 1132 1089 1048 1009 972 938 9059 1416 1370 1325 1280 1236 1194 1153 1113 1075 1039 1004 947

10 1411 1369 1328 1287 1247 1208 1170 1133 1098 1050 947See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 68 70 70 70 69 68 662 71 74 75 75 75 74 73 71 70 68 66 65 633 74 77 79 80 80 79 78 77 76 74 73 71 69 68 664 76 80 82 83 84 84 83 82 81 80 78 77 75 73 725 78 82 85 86 87 87 87 86 85 84 83 81 80 78 776 79 84 87 89 90 91 91 90 89 88 87 86 84 83 827 85 89 91 93 93 94 93 93 92 91 90 89 87 868 90 93 95 96 96 96 96 95 95 93 92 91 909 95 97 98 99 99 99 98 98 97 96 95 93

10 99 100 101 101 101 101 101 100 99 98 97See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 819 723 645 581 528 484 4442 1068 963 873 796 731 674 625 582 545 511 482 454 4283 1248 1147 1056 975 904 841 785 735 690 651 615 583 554 527 5034 1375 1284 1199 1120 1048 983 924 870 822 778 738 701 668 637 6095 1465 1386 1309 1236 1167 1103 1043 988 938 891 849 809 773 739 7086 1530 1463 1394 1328 1263 1202 1144 1090 1039 992 948 907 869 833 8007 1520 1461 1401 1342 1285 1230 1177 1128 1081 1037 995 956 919 8858 1512 1459 1406 1353 1302 1252 1204 1158 1115 1074 1034 997 9479 1506 1458 1410 1362 1315 1270 1226 1184 1143 1105 1050 947

10 1501 1457 1413 1369 1327 1285 1245 1205 1168 1050 947

10 p

sf

1 800 704 626 562 510 465 4272 1045 940 851 774 709 653 604 562 525 491 462 436 4123 1219 1118 1028 948 878 815 760 711 667 628 593 561 532 506 4824 1340 1250 1165 1087 1016 952 894 841 793 750 711 675 642 612 5855 1426 1346 1269 1196 1128 1065 1007 953 903 858 816 778 742 710 6796 1487 1417 1349 1282 1218 1158 1101 1048 998 952 909 870 833 798 7667 1471 1410 1349 1290 1233 1179 1128 1079 1034 991 951 913 877 8448 1457 1402 1348 1295 1244 1195 1148 1104 1062 1022 984 948 9149 1444 1395 1346 1298 1252 1207 1164 1123 1084 1047 1011 947

10 1433 1388 1343 1300 1257 1216 1176 1138 1102 1050 947

20 p

sf

1 781 685 607 544 491 447 4092 1021 917 828 752 687 632 583 541 504 471 442 416 3923 1189 1089 1000 920 851 789 734 686 642 604 569 537 509 483 4594 1305 1214 1130 1053 982 919 862 810 763 720 682 646 614 585 5585 1386 1305 1227 1155 1087 1025 967 914 866 822 781 743 708 676 6476 1443 1371 1301 1234 1170 1110 1054 1002 953 908 866 827 791 757 7267 1420 1357 1295 1235 1179 1125 1074 1026 981 939 900 863 828 7968 1400 1343 1287 1234 1183 1134 1087 1043 1002 963 926 891 8589 1381 1329 1279 1230 1183 1138 1096 1055 1016 980 945 912

10 1363 1315 1269 1224 1181 1140 1100 1062 1026 992 947See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 27: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 25

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 762 665 588 524 472 428 3902 997 893 804 729 665 609 561 519 482 450 421 395 3713 1159 1059 970 891 822 761 707 659 616 578 543 512 484 458 4344 1269 1178 1093 1016 947 884 827 776 730 688 649 615 583 554 5275 1345 1262 1184 1111 1044 982 925 872 825 781 740 703 669 637 6086 1398 1323 1252 1183 1119 1059 1003 951 903 858 817 778 742 709 6787 1369 1302 1239 1178 1120 1066 1015 967 922 880 841 804 770 7388 1341 1281 1224 1169 1116 1067 1020 975 934 894 857 822 7899 1315 1260 1208 1157 1109 1063 1019 978 939 901 866 832

10 1289 1239 1190 1144 1099 1056 1015 976 939 903 869

40 p

sf

1 742 646 569 505 453 409 3712 973 869 781 706 642 586 539 497 460 428 399 373 3493 1128 1028 939 861 792 731 678 630 587 549 515 484 456 430 4064 1232 1140 1055 978 909 846 790 739 693 651 613 578 546 517 4895 1303 1218 1139 1065 997 935 878 826 778 734 693 656 621 589 5596 1352 1275 1200 1130 1065 1004 947 895 846 801 759 720 683 649 6177 1316 1246 1180 1117 1058 1002 950 901 855 812 772 734 698 6648 1281 1217 1157 1099 1045 993 945 899 855 814 775 738 7039 1247 1188 1132 1079 1028 980 934 890 849 809 771 735

10 1213 1159 1107 1057 1009 963 919 877 837 798 761

50 p

sf

1 723 626 549 486 433 389 3522 948 844 756 681 617 562 515 473 436 404 375 349 3253 1097 996 907 829 760 700 646 598 556 517 483 451 4224 1195 1101 1015 938 868 805 748 697 650 608 569 533 5005 1260 1173 1092 1017 948 885 827 773 724 679 637 598 5626 1306 1224 1147 1075 1007 945 886 832 782 735 690 649 6107 1261 1188 1118 1052 990 932 878 826 778 732 688 6478 1218 1151 1087 1026 968 913 861 812 765 719 6769 1176 1113 1053 996 941 889 838 790 744 699

10 1134 1075 1018 963 910 860 811 764 718

60 p

sf

1 703 607 529 466 414 370 3322 922 818 730 656 592 537 489 447 410 378 348 3213 1064 963 873 795 726 665 611 563 519 480 444 4104 1156 1060 973 894 824 760 702 650 601 557 516 4775 1217 1126 1043 965 895 829 769 714 662 614 569 5256 1258 1173 1092 1017 946 881 819 762 708 657 608 5617 1206 1128 1054 984 919 857 798 742 689 637 5888 1154 1082 1013 947 885 825 768 713 660 6089 1103 1035 969 907 846 788 732 677 623

10 1052 987 924 863 804 746 690 635

70 p

sf

1 683 587 509 446 394 350 3122 896 791 704 629 565 510 461 419 381 347 3153 1031 928 838 759 689 627 572 522 476 434 3944 1116 1018 929 849 776 710 650 594 543 494 4475 1172 1078 991 911 837 769 705 646 590 536 4836 1210 1120 1035 955 881 811 745 683 623 565 5087 1149 1066 987 912 841 774 709 647 586 5268 1088 1010 935 864 795 729 664 601 5389 1028 953 881 811 744 678 613 548

10 967 894 824 755 688 621 555

80 p

sf

1 663 566 489 426 373 329 2912 869 764 676 600 536 480 430 386 3463 996 892 800 720 648 584 526 473 4224 1075 974 883 800 724 655 590 530 4715 1127 1028 937 853 775 702 633 567 5036 1161 1065 975 890 811 735 663 593 5247 1091 1002 917 836 759 684 611 5398 1021 936 854 775 699 624 5509 950 868 788 710 633 557

10 878 798 719 641 563See page 2 for footnotes

1.5PLB20 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 28: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

26 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 926 819 732 661 601 551 5082 1213 1098 998 913 840 776 720 672 629 591 557 527 5003 1410 1303 1206 1118 1039 969 906 851 800 755 715 678 644 614 5864 1545 1452 1363 1279 1201 1130 1065 1006 952 902 857 816 778 743 7115 1639 1559 1480 1404 1331 1263 1199 1139 1084 1032 985 941 900 862 8276 1704 1637 1569 1501 1435 1371 1309 1251 1197 1145 1097 1052 1009 970 9337 1695 1636 1576 1517 1458 1401 1346 1293 1243 1195 1150 1107 1067 10298 1688 1635 1582 1529 1476 1425 1375 1327 1281 1236 1194 1154 11159 1682 1635 1587 1539 1491 1444 1399 1355 1312 1271 1231 1193

10 1678 1634 1591 1547 1503 1461 1419 1378 1338 1300 1195See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 88 89 89 87 86 83 812 94 96 97 96 95 93 91 89 87 84 82 80 773 98 102 103 103 103 101 100 98 96 93 91 89 87 84 824 102 106 108 109 109 108 107 105 103 101 99 97 95 93 915 104 109 112 113 114 114 113 111 110 108 106 104 102 100 986 107 112 115 117 118 118 118 117 116 114 112 110 108 106 1047 114 118 121 122 122 122 122 121 119 118 116 114 112 1108 120 123 125 126 126 126 125 124 123 121 119 118 1169 126 128 129 130 130 129 128 127 126 124 122 121

10 130 132 133 133 133 132 131 130 128 127 125See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 985 871 779 703 640 586 5412 1290 1168 1062 971 893 825 766 715 669 629 593 561 5323 1500 1386 1283 1189 1105 1031 964 905 851 804 760 721 686 653 6244 1644 1545 1450 1361 1278 1203 1133 1070 1013 960 912 868 828 791 7575 1743 1659 1575 1494 1416 1343 1275 1212 1153 1098 1047 1001 957 917 8806 1813 1742 1669 1597 1526 1458 1393 1331 1273 1218 1167 1119 1074 1032 9927 1803 1741 1677 1613 1551 1490 1432 1376 1322 1271 1223 1178 1135 10948 1796 1740 1683 1626 1571 1516 1463 1412 1362 1315 1270 1227 11869 1790 1739 1688 1637 1586 1537 1488 1441 1396 1352 1310 1195

10 1785 1739 1692 1646 1599 1554 1509 1466 1424 1324 1195

10 p

sf

1 958 844 752 676 613 560 5152 1256 1134 1029 940 862 795 737 685 640 600 565 533 5043 1457 1344 1241 1149 1066 993 928 869 817 769 727 688 653 622 5924 1593 1493 1398 1310 1229 1155 1087 1026 969 918 871 828 789 753 7205 1685 1598 1514 1433 1357 1285 1219 1157 1099 1046 997 952 910 871 8356 1749 1675 1600 1527 1456 1389 1325 1265 1209 1156 1106 1060 1016 976 9387 1730 1664 1599 1534 1472 1412 1354 1300 1248 1199 1153 1109 1068 10298 1714 1654 1596 1538 1482 1428 1376 1326 1278 1233 1189 1148 11099 1698 1645 1591 1539 1488 1439 1391 1345 1301 1259 1218 1180

10 1684 1635 1586 1538 1492 1446 1402 1360 1319 1279 1195

20 p

sf

1 931 817 725 649 586 533 4882 1221 1100 996 907 830 763 705 655 610 570 535 503 4753 1413 1300 1198 1106 1025 953 888 831 779 733 691 653 618 587 5584 1540 1439 1344 1257 1177 1104 1037 977 922 871 825 783 745 710 6775 1626 1536 1451 1369 1293 1222 1156 1096 1039 988 940 895 854 816 7816 1685 1605 1528 1453 1382 1315 1251 1192 1136 1084 1035 990 948 908 8717 1656 1585 1517 1450 1387 1326 1269 1214 1163 1115 1069 1027 986 9488 1629 1565 1504 1444 1386 1331 1278 1228 1181 1136 1093 1052 10149 1603 1545 1489 1434 1381 1331 1282 1236 1191 1149 1109 1070

10 1578 1525 1473 1422 1374 1326 1281 1238 1196 1156 1118See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 29: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 27

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 903 790 698 622 559 507 4622 1185 1064 961 872 796 730 673 623 578 539 504 472 4443 1368 1254 1152 1062 981 909 846 789 738 692 650 613 578 547 5184 1486 1383 1288 1200 1120 1048 982 922 867 818 772 731 692 657 6245 1565 1472 1384 1302 1225 1153 1088 1027 971 919 872 827 786 748 7136 1618 1534 1453 1376 1303 1234 1169 1109 1053 1001 952 906 863 823 7857 1579 1504 1431 1361 1295 1233 1174 1118 1065 1016 969 925 884 8458 1541 1473 1406 1343 1282 1224 1169 1117 1068 1021 976 934 8939 1505 1441 1380 1321 1265 1210 1159 1109 1062 1017 974 933

10 1469 1409 1352 1297 1244 1193 1143 1096 1051 1007 966

40 p

sf

1 875 762 670 595 532 479 4342 1148 1028 925 837 761 695 638 588 544 504 469 438 4093 1321 1207 1105 1014 933 862 798 742 690 644 603 565 530 497 4684 1431 1325 1228 1140 1059 986 920 860 804 754 708 665 625 588 5535 1502 1406 1314 1229 1151 1078 1011 949 891 838 788 742 699 658 6186 1551 1461 1375 1294 1217 1146 1079 1016 957 902 850 802 755 711 6697 1500 1419 1341 1267 1196 1130 1067 1008 952 898 847 799 752 7078 1451 1376 1304 1235 1169 1106 1047 990 935 883 832 784 7369 1402 1332 1264 1199 1137 1077 1019 964 911 859 808 759

10 1354 1287 1223 1161 1101 1043 987 933 880 828 778

50 p

sf

1 847 734 642 567 504 451 4062 1110 990 887 799 723 657 600 550 505 465 429 396 3663 1273 1157 1054 963 882 809 745 687 635 587 543 502 463 427 3914 1374 1265 1166 1075 993 918 849 787 729 675 625 578 532 488 4445 1439 1337 1241 1153 1071 995 924 858 797 739 684 631 580 530 4796 1482 1385 1294 1207 1126 1049 978 910 846 785 726 669 614 559 5047 1419 1331 1246 1166 1089 1017 948 882 818 757 697 638 579 5218 1358 1275 1195 1119 1046 976 909 843 779 717 656 594 5339 1297 1218 1142 1068 998 929 862 797 732 669 605 542

10 1235 1159 1086 1014 945 877 810 744 679 614 549

60 p

sf

1 818 705 613 538 475 422 3772 1071 950 847 758 682 616 558 506 459 417 377 339 3023 1223 1105 1000 907 824 750 683 622 566 513 462 412 3614 1315 1202 1099 1005 919 841 768 700 636 575 515 455 3945 1373 1265 1164 1071 983 902 825 753 683 616 549 483 4156 1412 1307 1209 1115 1027 944 865 789 715 643 572 500 4277 1337 1240 1147 1059 974 893 814 738 662 587 512 4368 1262 1170 1081 996 913 833 754 676 599 521 4429 1187 1098 1012 928 847 766 686 607 527 446

10 1111 1025 940 857 775 694 613 531 449

70 p

sf

1 789 676 584 508 445 392 3462 1031 909 804 715 637 569 508 452 400 350 298 2413 1171 1050 942 847 760 682 610 542 476 410 342 2684 1254 1136 1028 929 838 753 673 595 520 443 364 2805 1306 1191 1083 983 888 799 713 629 546 463 376 2876 1340 1227 1120 1019 922 829 739 651 563 475 384 2907 1252 1145 1043 945 850 757 666 574 483 389 2938 1163 1061 962 865 770 676 582 488 392 2949 1074 974 876 779 684 588 492 395 296

10 983 884 786 689 592 495 396 296

80 p

sf

1 759 645 553 477 414 359 3122 989 865 759 667 586 514 446 382 315 242 1543 1117 992 881 780 688 602 520 438 354 262 1614 1192 1068 953 847 748 653 561 468 372 271 1635 1237 1114 998 889 785 684 585 485 382 276 1646 1267 1144 1028 916 809 704 600 495 388 279 1657 1165 1048 935 825 717 609 502 392 280 1658 1062 948 836 726 616 506 395 281 1669 957 844 733 621 510 397 282 166

10 850 737 625 512 398 283 166See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 30: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

28 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 926 819 732 661 601 551 5082 1213 1098 998 913 840 776 720 672 629 591 557 527 5003 1410 1303 1206 1118 1039 969 906 851 800 755 715 678 644 614 5864 1545 1452 1363 1279 1201 1130 1065 1006 952 902 857 816 778 743 7115 1639 1559 1480 1404 1331 1263 1199 1139 1084 1032 985 941 900 862 8276 1704 1637 1569 1501 1435 1371 1309 1251 1197 1145 1097 1052 1009 970 9337 1695 1636 1576 1517 1458 1401 1346 1293 1243 1195 1150 1107 1067 10298 1688 1635 1582 1529 1476 1425 1375 1327 1281 1236 1194 1154 11159 1682 1635 1587 1539 1491 1444 1399 1355 1312 1271 1231 1193

10 1678 1634 1591 1547 1503 1461 1419 1378 1338 1300 1195See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 88 89 89 87 86 83 812 94 96 97 96 95 93 91 89 87 84 82 80 773 98 102 103 103 103 101 100 98 96 93 91 89 87 84 824 102 106 108 109 109 108 107 105 103 101 99 97 95 93 915 104 109 112 113 114 114 113 111 110 108 106 104 102 100 986 107 112 115 117 118 118 118 117 116 114 112 110 108 106 1047 114 118 121 122 122 122 122 121 119 118 116 114 112 1108 120 123 125 126 126 126 125 124 123 121 119 118 1169 126 128 129 130 130 129 128 127 126 124 122 121

10 130 132 133 133 133 132 131 130 128 127 125See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 985 871 779 703 640 586 5412 1290 1168 1062 971 893 825 766 715 669 629 593 561 5323 1500 1386 1283 1189 1105 1031 964 905 851 804 760 721 686 653 6244 1644 1545 1450 1361 1278 1203 1133 1070 1013 960 912 868 828 791 7575 1743 1659 1575 1494 1416 1343 1275 1212 1153 1098 1047 1001 957 917 8806 1813 1742 1669 1597 1526 1458 1393 1331 1273 1218 1167 1119 1074 1032 9927 1803 1741 1677 1613 1551 1490 1432 1376 1322 1271 1223 1178 1135 10948 1796 1740 1683 1626 1571 1516 1463 1412 1362 1315 1270 1227 11869 1790 1739 1688 1637 1586 1537 1488 1441 1396 1352 1310 1195

10 1785 1739 1692 1646 1599 1554 1509 1466 1424 1324 1195

10 p

sf

1 966 852 760 684 621 568 5222 1266 1144 1039 949 871 804 745 694 649 609 573 541 5123 1470 1356 1253 1161 1078 1004 938 880 827 780 737 698 663 631 6024 1608 1508 1413 1325 1244 1169 1101 1039 982 931 883 840 801 764 7315 1702 1616 1532 1451 1374 1302 1235 1173 1115 1062 1012 967 924 885 8486 1768 1694 1620 1547 1477 1410 1345 1285 1228 1174 1124 1078 1034 993 9547 1752 1687 1622 1558 1495 1435 1377 1323 1270 1221 1174 1130 1088 10498 1738 1679 1621 1564 1508 1454 1402 1352 1304 1258 1214 1173 11339 1725 1672 1620 1568 1518 1468 1420 1374 1330 1287 1246 1195

10 1713 1665 1618 1570 1524 1479 1435 1392 1351 1311 1195

20 p

sf

1 947 833 741 665 602 549 5042 1241 1120 1015 926 849 782 724 673 628 588 552 520 4923 1439 1326 1223 1131 1049 976 911 853 801 754 712 674 639 607 5784 1571 1470 1376 1288 1208 1134 1067 1006 950 899 853 810 771 735 7025 1660 1572 1488 1407 1330 1259 1193 1132 1075 1022 974 929 888 849 8136 1722 1646 1570 1496 1426 1358 1295 1235 1179 1126 1077 1032 989 949 9117 1699 1631 1565 1500 1437 1377 1319 1265 1213 1165 1119 1076 1035 9978 1678 1617 1557 1499 1442 1388 1336 1286 1239 1194 1151 1110 10729 1658 1603 1549 1496 1444 1395 1347 1301 1257 1215 1175 1136

10 1640 1589 1539 1491 1443 1397 1353 1310 1269 1230 1192See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 31: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 29

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 927 814 721 646 583 530 4852 1216 1095 991 902 825 759 701 651 606 566 531 499 4713 1407 1294 1192 1101 1019 947 883 825 774 727 686 648 613 582 5534 1533 1432 1337 1250 1170 1097 1030 970 915 865 819 777 738 703 6715 1618 1528 1442 1360 1284 1213 1148 1087 1031 979 931 887 846 808 7736 1676 1596 1518 1443 1372 1304 1241 1181 1125 1073 1025 980 937 898 8617 1646 1575 1506 1439 1375 1314 1257 1202 1151 1103 1057 1014 974 9368 1617 1553 1491 1431 1373 1317 1265 1214 1167 1121 1079 1038 10009 1590 1532 1475 1419 1366 1315 1266 1220 1175 1133 1092 1054

10 1564 1510 1457 1406 1357 1309 1264 1220 1178 1138 1099

40 p

sf

1 908 794 702 627 564 511 4662 1191 1070 967 878 802 736 678 628 583 544 509 477 4493 1375 1262 1160 1069 988 916 852 795 744 698 657 619 585 554 5254 1495 1392 1297 1209 1130 1057 991 931 876 827 781 739 701 666 6335 1574 1482 1395 1312 1236 1165 1099 1038 982 931 883 839 798 760 7246 1629 1545 1465 1388 1315 1247 1183 1123 1067 1014 966 920 878 838 8007 1591 1516 1444 1376 1310 1248 1189 1134 1082 1032 986 943 901 8638 1555 1487 1422 1359 1299 1242 1187 1135 1086 1040 996 954 9149 1520 1458 1397 1339 1283 1230 1179 1130 1084 1039 997 956

10 1486 1428 1371 1317 1265 1214 1166 1120 1075 1032 991

50 p

sf

1 888 774 682 607 544 491 4462 1165 1044 941 853 777 711 654 604 559 520 485 453 4253 1342 1228 1126 1035 955 884 820 763 712 666 625 587 553 521 4924 1456 1351 1255 1167 1087 1014 948 888 834 784 738 696 657 621 5885 1530 1435 1346 1262 1184 1112 1046 985 928 876 828 783 741 701 6646 1581 1494 1410 1331 1256 1186 1120 1059 1002 948 898 851 807 765 7257 1535 1457 1381 1309 1241 1177 1116 1058 1004 953 905 859 815 7738 1491 1419 1350 1284 1220 1160 1103 1048 997 947 900 855 8119 1448 1381 1316 1254 1195 1138 1083 1031 981 933 886 841

10 1405 1342 1281 1222 1166 1111 1059 1008 959 912 866

60 p

sf

1 868 754 663 587 525 472 4272 1138 1018 915 827 751 685 628 578 534 494 459 427 3993 1308 1194 1091 1000 920 849 785 728 677 630 588 550 5144 1416 1310 1212 1123 1042 969 902 841 786 735 688 644 6035 1486 1387 1295 1209 1130 1056 989 926 868 813 763 715 6706 1533 1441 1354 1271 1193 1121 1053 989 929 873 820 769 7217 1479 1395 1316 1240 1169 1101 1037 976 918 863 810 7598 1426 1349 1275 1205 1137 1073 1011 952 896 841 7899 1374 1302 1232 1165 1101 1039 979 921 866 811

10 1323 1254 1187 1123 1060 1000 942 885 829

70 p

sf

1 848 734 643 567 505 452 4072 1111 991 888 800 724 658 601 551 506 466 430 3973 1274 1158 1055 964 883 811 746 688 636 588 544 5044 1375 1266 1167 1076 994 919 851 788 731 677 627 5805 1440 1338 1243 1154 1072 996 926 860 799 741 686 6346 1483 1387 1295 1209 1128 1052 980 912 848 787 729 6727 1421 1333 1248 1168 1092 1019 951 885 821 760 7008 1360 1277 1198 1122 1049 979 912 847 783 7219 1299 1220 1144 1071 1001 932 866 801 737

10 1238 1162 1089 1018 948 881 814 749

80 p

sf

1 827 714 622 547 484 432 3862 1084 963 860 771 695 629 571 520 475 433 3953 1239 1121 1017 925 843 769 704 644 589 538 4904 1333 1222 1120 1027 943 866 795 729 667 609 5535 1394 1288 1189 1097 1011 932 857 787 721 657 5956 1434 1332 1235 1144 1059 978 901 828 758 690 6237 1363 1268 1178 1093 1011 933 857 784 713 6438 1292 1203 1117 1035 956 879 804 730 6579 1221 1136 1053 973 895 818 743 668

10 1150 1067 986 907 829 752 676See page 2 for footnotes

1.5PLB19 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 32: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

30 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 1071 948 848 766 698 640 5912 1403 1274 1162 1065 981 907 843 787 738 693 654 619 5873 1627 1509 1401 1302 1213 1133 1062 998 940 888 841 798 759 724 6914 1775 1675 1577 1485 1399 1319 1246 1178 1117 1060 1008 961 917 877 8395 1876 1791 1707 1624 1545 1469 1398 1331 1268 1210 1156 1106 1059 1016 9756 1946 1875 1803 1730 1659 1589 1522 1458 1397 1339 1285 1234 1186 1140 10987 1937 1875 1812 1748 1685 1623 1563 1505 1449 1396 1346 1297 1252 12098 1930 1875 1818 1762 1705 1650 1595 1543 1492 1443 1396 1351 13079 1924 1874 1824 1773 1722 1672 1622 1574 1527 1481 1437 1395

10 1920 1874 1828 1782 1735 1689 1644 1600 1556 1514 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 108 108 107 105 102 99 952 117 119 119 118 115 113 110 107 104 101 98 95 923 124 127 128 127 126 124 122 119 116 114 111 108 105 102 1004 129 133 135 135 135 133 132 129 127 124 122 119 116 113 1115 132 137 140 142 142 141 140 138 136 133 131 128 126 123 1206 135 141 145 147 148 147 146 145 143 141 139 137 134 132 1297 144 149 151 152 153 152 151 150 148 146 144 142 139 1378 152 155 157 157 157 157 156 154 152 150 148 146 1449 158 160 161 162 161 161 159 158 156 154 152 150

10 164 165 166 166 165 164 163 161 160 158 156See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 1139 1009 903 815 742 681 6282 1493 1356 1236 1133 1043 965 897 837 785 738 696 658 6243 1731 1605 1490 1385 1291 1206 1130 1061 1000 945 894 849 808 770 7354 1889 1781 1678 1580 1488 1403 1325 1254 1188 1128 1073 1022 975 932 8935 1996 1906 1816 1728 1643 1563 1487 1416 1349 1287 1230 1176 1127 1080 10376 2070 1995 1918 1841 1764 1690 1619 1551 1486 1425 1367 1312 1261 1213 11687 2060 1995 1927 1860 1792 1726 1663 1601 1542 1485 1431 1380 1332 12868 2053 1994 1934 1874 1814 1755 1697 1641 1587 1535 1485 1437 13919 2047 1994 1940 1886 1832 1778 1726 1674 1624 1576 1529 1447

10 2042 1994 1945 1896 1846 1797 1749 1702 1656 1603 1447

10 p

sf

1 1108 978 872 785 712 651 5992 1453 1317 1198 1096 1007 930 863 803 751 705 663 626 5923 1680 1555 1441 1337 1244 1161 1086 1019 959 905 855 811 770 733 6994 1829 1720 1617 1520 1430 1346 1270 1200 1136 1078 1024 975 929 887 8495 1928 1835 1744 1656 1572 1493 1419 1349 1285 1225 1169 1117 1069 1025 9836 1996 1917 1837 1758 1681 1608 1537 1471 1408 1348 1293 1240 1191 1145 11027 1976 1905 1835 1766 1698 1632 1569 1509 1452 1397 1345 1296 1250 12068 1957 1894 1831 1769 1708 1649 1592 1537 1485 1434 1386 1340 12969 1940 1883 1826 1770 1715 1661 1609 1558 1510 1463 1418 1375

10 1924 1872 1820 1768 1718 1668 1620 1574 1528 1485 1443

20 p

sf

1 1077 947 841 754 682 621 5692 1412 1276 1159 1057 969 893 826 768 716 670 629 592 5593 1628 1503 1390 1287 1195 1113 1040 974 914 861 812 769 729 692 6594 1767 1657 1553 1456 1367 1285 1210 1141 1079 1021 969 921 876 835 7975 1859 1762 1669 1580 1496 1417 1344 1276 1212 1154 1099 1049 1002 958 9186 1921 1836 1752 1671 1593 1519 1448 1382 1320 1261 1207 1155 1107 1062 10207 1889 1813 1739 1666 1597 1530 1467 1406 1349 1295 1244 1195 1150 11078 1858 1790 1723 1657 1594 1534 1476 1420 1367 1317 1269 1223 11809 1829 1767 1705 1645 1587 1532 1478 1426 1377 1330 1284 1241

10 1801 1743 1686 1631 1577 1525 1475 1427 1380 1336 1293See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 33: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 31

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1045 916 810 724 651 590 5382 1371 1235 1118 1017 930 854 788 730 679 633 593 556 5233 1575 1449 1336 1234 1143 1061 989 923 865 812 764 721 681 645 6114 1704 1591 1486 1389 1300 1218 1143 1075 1013 956 904 856 812 771 7335 1788 1687 1590 1499 1414 1335 1261 1193 1129 1071 1016 966 919 875 8346 1844 1753 1664 1579 1498 1422 1350 1283 1220 1161 1105 1053 1004 958 9157 1800 1717 1638 1561 1488 1419 1353 1290 1231 1175 1123 1073 1025 9808 1757 1681 1609 1538 1471 1407 1345 1287 1231 1178 1127 1079 10339 1715 1645 1577 1512 1449 1389 1331 1276 1223 1172 1123 1076

10 1673 1608 1545 1483 1424 1367 1312 1259 1207 1158 1110

40 p

sf

1 1013 884 779 692 620 559 5072 1327 1192 1075 975 889 813 747 690 638 593 552 515 4823 1520 1393 1279 1177 1086 1005 932 867 808 755 707 662 622 584 5494 1639 1523 1416 1317 1226 1144 1069 1000 937 879 826 776 730 687 6465 1715 1609 1508 1414 1326 1244 1169 1098 1033 972 915 862 812 764 7196 1766 1667 1573 1483 1398 1317 1242 1171 1105 1042 983 927 873 822 7737 1708 1618 1532 1450 1371 1297 1226 1159 1095 1034 976 920 866 8148 1652 1569 1489 1412 1338 1267 1200 1135 1073 1014 956 900 8459 1596 1518 1442 1370 1299 1232 1167 1104 1043 984 926 870

10 1541 1466 1394 1324 1257 1191 1128 1066 1005 946 888

50 p

sf

1 981 851 746 660 588 527 4752 1283 1147 1031 931 844 769 703 644 593 546 504 466 4303 1463 1334 1219 1116 1024 942 868 801 741 685 634 586 541 498 4554 1572 1452 1341 1240 1147 1062 984 912 846 784 726 670 617 565 5135 1641 1528 1422 1323 1231 1145 1065 990 920 853 789 728 668 610 5516 1686 1579 1477 1381 1290 1204 1122 1045 972 902 834 769 704 640 5777 1615 1516 1422 1332 1246 1164 1085 1010 937 867 798 730 662 5948 1544 1452 1363 1277 1194 1115 1038 963 890 819 748 677 6079 1474 1386 1300 1217 1137 1059 983 908 835 762 689 616

10 1403 1318 1235 1154 1075 998 922 847 772 698 623

60 p

sf

1 948 818 713 627 555 494 4422 1237 1101 984 883 795 719 652 592 538 488 441 396 3523 1405 1273 1155 1050 955 871 794 723 657 595 535 476 416 353 2844 1504 1378 1263 1157 1059 970 886 808 734 663 593 523 452 378 2985 1565 1445 1332 1227 1128 1035 948 865 784 706 629 552 473 391 3066 1605 1489 1379 1274 1174 1080 990 903 818 735 653 570 486 400 3107 1519 1411 1307 1207 1111 1019 929 841 755 669 582 495 405 3138 1434 1330 1230 1134 1040 948 858 769 680 591 501 409 3159 1348 1248 1150 1055 962 870 779 688 597 505 412 316

10 1261 1163 1067 973 879 787 694 602 508 413 317

70 p

sf

1 914 784 679 593 520 459 4062 1190 1052 933 831 742 663 592 527 466 406 345 277 1983 1344 1208 1087 978 879 789 705 626 549 472 392 305 2104 1433 1301 1179 1067 963 866 773 684 596 507 415 318 2145 1487 1359 1238 1124 1016 914 815 719 623 527 428 325 2176 1522 1396 1276 1161 1051 946 843 741 641 539 436 329 2187 1422 1302 1187 1075 967 861 757 652 547 440 331 2198 1320 1205 1092 982 874 767 660 553 444 333 2199 1218 1105 993 884 775 666 557 446 334 220

10 1114 1002 891 780 670 560 448 335 220

80 p

sf

1 879 749 644 557 483 420 3652 1140 1000 879 774 681 597 518 442 364 277 1763 1281 1140 1014 899 793 693 598 503 404 299 1824 1360 1221 1091 971 857 748 641 534 424 308 1845 1408 1269 1139 1015 896 780 666 551 434 312 1856 1438 1301 1169 1043 920 800 681 562 440 315 1867 1322 1190 1062 937 814 691 568 444 317 1868 1204 1075 948 823 698 573 446 318 1879 1084 956 829 703 576 448 319 187

10 962 834 707 579 450 319 187See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 34: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

32 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 1071 948 848 766 698 640 5912 1403 1274 1162 1065 981 907 843 787 738 693 654 619 5873 1627 1509 1401 1302 1213 1133 1062 998 940 888 841 798 759 724 6914 1775 1675 1577 1485 1399 1319 1246 1178 1117 1060 1008 961 917 877 8395 1876 1791 1707 1624 1545 1469 1398 1331 1268 1210 1156 1106 1059 1016 9756 1946 1875 1803 1730 1659 1589 1522 1458 1397 1339 1285 1234 1186 1140 10987 1937 1875 1812 1748 1685 1623 1563 1505 1449 1396 1346 1297 1252 12098 1930 1875 1818 1762 1705 1650 1595 1543 1492 1443 1396 1351 13079 1924 1874 1824 1773 1722 1672 1622 1574 1527 1481 1437 1395

10 1920 1874 1828 1782 1735 1689 1644 1600 1556 1514 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 108 108 107 105 102 99 952 117 119 119 118 115 113 110 107 104 101 98 95 923 124 127 128 127 126 124 122 119 116 114 111 108 105 102 1004 129 133 135 135 135 133 132 129 127 124 122 119 116 113 1115 132 137 140 142 142 141 140 138 136 133 131 128 126 123 1206 135 141 145 147 148 147 146 145 143 141 139 137 134 132 1297 144 149 151 152 153 152 151 150 148 146 144 142 139 1378 152 155 157 157 157 157 156 154 152 150 148 146 1449 158 160 161 162 161 161 159 158 156 154 152 150

10 164 165 166 166 165 164 163 161 160 158 156See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 1139 1009 903 815 742 681 6282 1493 1356 1236 1133 1043 965 897 837 785 738 696 658 6243 1731 1605 1490 1385 1291 1206 1130 1061 1000 945 894 849 808 770 7354 1889 1781 1678 1580 1488 1403 1325 1254 1188 1128 1073 1022 975 932 8935 1996 1906 1816 1728 1643 1563 1487 1416 1349 1287 1230 1176 1127 1080 10376 2070 1995 1918 1841 1764 1690 1619 1551 1486 1425 1367 1312 1261 1213 11687 2060 1995 1927 1860 1792 1726 1663 1601 1542 1485 1431 1380 1332 12868 2053 1994 1934 1874 1814 1755 1697 1641 1587 1535 1485 1437 13919 2047 1994 1940 1886 1832 1778 1726 1674 1624 1576 1529 1447

10 2042 1994 1945 1896 1846 1797 1749 1702 1656 1603 1447

10 p

sf

1 1118 988 882 795 722 660 6082 1466 1329 1210 1108 1019 941 874 814 762 715 674 636 6033 1696 1571 1457 1353 1259 1175 1100 1033 972 917 868 823 782 745 7114 1848 1740 1636 1539 1448 1365 1288 1218 1153 1094 1040 990 944 902 8635 1949 1858 1767 1679 1595 1515 1441 1371 1306 1245 1189 1137 1088 1043 10016 2020 1942 1863 1784 1708 1634 1564 1497 1433 1374 1317 1264 1214 1168 11247 2003 1934 1865 1796 1728 1663 1600 1539 1481 1426 1374 1324 1277 12338 1988 1926 1864 1803 1743 1684 1627 1571 1518 1467 1419 1372 13289 1974 1918 1863 1807 1753 1699 1647 1596 1547 1500 1455 1412

10 1962 1911 1860 1809 1759 1710 1662 1616 1571 1527 1447

20 p

sf

1 1096 967 861 774 701 640 5882 1438 1302 1184 1082 993 916 849 790 738 692 651 614 5803 1661 1536 1422 1319 1227 1144 1069 1003 943 889 840 796 755 718 6854 1806 1697 1594 1497 1407 1324 1249 1179 1116 1058 1004 956 911 869 8315 1902 1808 1717 1628 1544 1466 1392 1323 1259 1200 1145 1093 1046 1002 9606 1968 1887 1806 1726 1649 1576 1505 1439 1377 1318 1262 1211 1162 1116 10747 1944 1871 1800 1730 1661 1595 1532 1472 1415 1361 1310 1261 1215 11728 1921 1856 1792 1729 1667 1608 1551 1496 1443 1393 1345 1299 12569 1899 1840 1782 1725 1669 1615 1562 1511 1463 1416 1371 1329

10 1879 1825 1771 1719 1667 1617 1569 1522 1476 1433 1391See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 35: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 33

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1075 945 840 753 680 619 5672 1410 1274 1157 1055 967 891 824 766 714 668 627 590 5573 1625 1500 1387 1284 1192 1110 1037 971 912 858 810 766 726 690 6564 1764 1653 1549 1453 1363 1281 1206 1138 1075 1018 966 917 873 832 7945 1855 1758 1665 1576 1492 1413 1339 1271 1208 1149 1095 1045 998 954 9146 1917 1831 1747 1666 1588 1513 1443 1377 1315 1256 1202 1150 1102 1057 10157 1884 1808 1733 1661 1591 1524 1461 1400 1343 1289 1238 1189 1144 11018 1853 1784 1717 1651 1588 1527 1469 1413 1360 1310 1262 1216 11739 1823 1760 1698 1638 1580 1524 1470 1419 1369 1322 1276 1233

10 1794 1736 1679 1623 1569 1517 1467 1418 1372 1327 1284

40 p

sf

1 1053 924 818 732 659 598 5462 1381 1246 1129 1028 941 865 798 740 689 643 602 566 5333 1589 1464 1350 1248 1157 1075 1002 937 878 825 777 734 694 658 6254 1721 1609 1504 1407 1318 1236 1161 1093 1031 974 922 874 830 789 7525 1806 1707 1611 1521 1436 1357 1283 1215 1152 1094 1039 989 942 899 8586 1864 1775 1687 1603 1524 1448 1377 1310 1247 1188 1133 1082 1033 988 9457 1823 1742 1664 1589 1517 1448 1383 1322 1263 1208 1156 1107 1061 10168 1783 1710 1639 1570 1504 1441 1381 1323 1268 1216 1167 1120 10759 1745 1677 1611 1548 1486 1427 1371 1317 1265 1215 1168 1122

10 1707 1644 1582 1523 1465 1409 1356 1305 1255 1207 1161

50 p

sf

1 1032 902 797 710 638 577 5252 1352 1217 1100 1000 913 837 771 713 662 617 576 539 5063 1552 1426 1312 1210 1119 1038 965 900 842 789 741 697 658 621 5874 1677 1563 1457 1359 1269 1187 1113 1045 982 925 873 825 780 739 7005 1757 1654 1556 1464 1378 1297 1223 1154 1090 1031 976 925 877 832 7906 1811 1717 1626 1539 1456 1379 1306 1237 1173 1113 1056 1003 953 905 8607 1761 1676 1593 1515 1439 1368 1300 1236 1176 1118 1064 1012 963 9158 1712 1634 1558 1485 1416 1349 1286 1225 1167 1112 1059 1008 9599 1665 1592 1521 1453 1387 1324 1263 1205 1149 1096 1044 994

10 1618 1549 1482 1417 1354 1294 1236 1180 1125 1072 1021

60 p

sf

1 1010 880 775 689 616 556 5042 1323 1187 1071 970 884 809 743 685 634 588 547 510 4773 1514 1387 1272 1170 1079 998 925 860 801 748 700 655 614 576 5414 1632 1515 1408 1309 1218 1135 1060 991 928 870 816 766 719 676 6345 1707 1600 1499 1404 1316 1234 1158 1087 1022 960 903 849 798 750 7036 1757 1658 1562 1472 1386 1305 1230 1158 1091 1028 968 911 857 805 7557 1698 1607 1520 1437 1358 1283 1211 1143 1079 1017 958 901 846 7938 1640 1556 1475 1397 1323 1251 1183 1117 1054 994 935 878 8229 1583 1504 1427 1353 1282 1214 1147 1083 1021 961 902 844

10 1526 1450 1377 1306 1237 1171 1106 1043 981 921 861

70 p

sf

1 987 858 753 667 595 534 4822 1292 1157 1040 940 853 778 712 654 603 556 515 477 4423 1475 1347 1231 1129 1037 955 882 816 756 701 651 604 5604 1586 1467 1357 1256 1164 1079 1002 931 866 805 748 695 6435 1656 1545 1440 1342 1251 1166 1087 1014 944 879 818 758 7026 1703 1598 1497 1402 1312 1228 1148 1072 1001 933 867 804 7437 1634 1537 1445 1356 1272 1192 1115 1042 971 903 837 7728 1567 1476 1389 1305 1225 1147 1072 1000 930 861 7949 1499 1413 1330 1249 1171 1096 1022 950 880 810

10 1432 1349 1268 1190 1113 1039 966 894 822

80 p

sf

1 965 835 731 644 572 511 4592 1261 1125 1009 908 821 746 679 620 568 520 477 4363 1435 1305 1189 1085 992 909 834 766 703 645 591 5394 1540 1417 1304 1201 1106 1019 939 865 795 730 667 6065 1605 1489 1380 1278 1183 1094 1011 932 858 786 717 6496 1647 1536 1430 1330 1235 1146 1060 979 901 825 752 6797 1569 1466 1367 1273 1182 1096 1012 931 853 775 6998 1492 1394 1300 1209 1121 1036 954 873 793 7139 1414 1320 1229 1141 1055 970 887 806 724

10 1335 1244 1155 1068 983 899 815 732See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 36: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-HSN

24

34 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 1071 948 848 766 698 640 5912 1403 1274 1162 1065 981 907 843 787 738 693 654 619 5873 1627 1509 1401 1302 1213 1133 1062 998 940 888 841 798 759 724 6914 1775 1675 1577 1485 1399 1319 1246 1178 1117 1060 1008 961 917 877 8395 1876 1791 1707 1624 1545 1469 1398 1331 1268 1210 1156 1106 1059 1016 9756 1946 1875 1803 1730 1659 1589 1522 1458 1397 1339 1285 1234 1186 1140 10987 1937 1875 1812 1748 1685 1623 1563 1505 1449 1396 1346 1297 1252 12098 1930 1875 1818 1762 1705 1650 1595 1543 1492 1443 1396 1351 13079 1924 1874 1824 1773 1722 1672 1622 1574 1527 1481 1437 1395

10 1920 1874 1828 1782 1735 1689 1644 1600 1556 1514 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 108 108 107 105 102 99 952 117 119 119 118 115 113 110 107 104 101 98 95 923 124 127 128 127 126 124 122 119 116 114 111 108 105 102 1004 129 133 135 135 135 133 132 129 127 124 122 119 116 113 1115 132 137 140 142 142 141 140 138 136 133 131 128 126 123 1206 135 141 145 147 148 147 146 145 143 141 139 137 134 132 1297 144 149 151 152 153 152 151 150 148 146 144 142 139 1378 152 155 157 157 157 157 156 154 152 150 148 146 1449 158 160 161 162 161 161 159 158 156 154 152 150

10 164 165 166 166 165 164 163 161 160 158 156See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 1139 1009 903 815 742 681 6282 1493 1356 1236 1133 1043 965 897 837 785 738 696 658 6243 1731 1605 1490 1385 1291 1206 1130 1061 1000 945 894 849 808 770 7354 1889 1781 1678 1580 1488 1403 1325 1254 1188 1128 1073 1022 975 932 8935 1996 1906 1816 1728 1643 1563 1487 1416 1349 1287 1230 1176 1127 1080 10376 2070 1995 1918 1841 1764 1690 1619 1551 1486 1425 1367 1312 1261 1213 11687 2060 1995 1927 1860 1792 1726 1663 1601 1542 1485 1431 1380 1332 12868 2053 1994 1934 1874 1814 1755 1697 1641 1587 1535 1485 1437 13919 2047 1994 1940 1886 1832 1778 1726 1674 1624 1576 1529 1447

10 2042 1994 1945 1896 1846 1797 1749 1702 1656 1603 1447

10 p

sf

1 1120 989 884 796 724 662 6102 1468 1331 1212 1110 1021 943 876 816 764 717 675 638 6043 1699 1574 1459 1355 1262 1178 1103 1035 975 920 870 825 784 747 7134 1851 1743 1640 1542 1452 1368 1291 1221 1156 1097 1043 993 947 905 8665 1953 1862 1771 1683 1599 1520 1445 1375 1310 1249 1193 1140 1092 1046 10046 2024 1946 1867 1789 1713 1639 1569 1501 1438 1378 1322 1268 1219 1172 11287 2007 1939 1870 1801 1734 1668 1605 1544 1486 1431 1379 1329 1282 12378 1993 1932 1870 1809 1749 1690 1633 1577 1524 1473 1425 1378 13349 1980 1925 1869 1814 1759 1706 1654 1603 1554 1507 1462 1418

10 1969 1918 1867 1817 1767 1718 1670 1623 1578 1534 1447

20 p

sf

1 1100 970 864 777 705 643 5912 1443 1307 1188 1086 998 921 854 794 742 696 655 617 5843 1667 1542 1428 1325 1232 1149 1075 1008 948 894 845 800 760 723 6894 1813 1704 1601 1504 1414 1331 1255 1186 1122 1064 1011 962 917 875 8375 1910 1817 1725 1637 1553 1474 1400 1331 1267 1208 1152 1101 1053 1009 9686 1977 1896 1815 1736 1659 1586 1516 1449 1386 1327 1272 1220 1171 1126 10837 1954 1882 1811 1741 1673 1607 1544 1484 1427 1372 1321 1272 1226 11838 1932 1868 1804 1741 1680 1621 1564 1509 1456 1406 1358 1312 12699 1912 1854 1796 1739 1683 1629 1577 1526 1478 1431 1386 1343

10 1893 1840 1786 1734 1683 1633 1585 1538 1493 1449 1407See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 37: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-H

SN 24

www.vulcraft.com December 2016 35

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1080 951 845 758 686 624 5722 1417 1281 1164 1062 974 898 831 772 720 674 633 596 5633 1635 1510 1396 1293 1201 1119 1045 979 920 866 818 774 734 697 6644 1775 1665 1561 1464 1375 1293 1217 1149 1086 1028 976 927 883 842 8045 1867 1771 1678 1589 1505 1426 1353 1285 1221 1163 1108 1057 1011 967 9266 1930 1845 1762 1681 1604 1530 1459 1393 1331 1272 1218 1166 1118 1073 10317 1899 1824 1750 1678 1609 1543 1479 1419 1362 1308 1257 1208 1163 11208 1870 1802 1736 1671 1608 1548 1490 1435 1382 1332 1284 1238 11959 1843 1781 1720 1661 1603 1548 1494 1443 1394 1347 1302 1259

10 1816 1759 1702 1648 1595 1543 1493 1445 1399 1355 1312

40 p

sf

1 1061 931 826 739 666 605 5532 1391 1256 1138 1037 950 874 807 749 698 652 611 574 5413 1601 1476 1362 1260 1169 1087 1014 949 890 837 789 745 705 669 6364 1735 1624 1519 1422 1333 1252 1177 1109 1047 990 937 889 845 805 7675 1823 1724 1629 1540 1455 1376 1303 1235 1172 1113 1059 1009 962 918 8786 1882 1794 1708 1625 1546 1470 1400 1333 1271 1212 1157 1106 1058 1013 9707 1844 1765 1688 1614 1542 1475 1410 1349 1291 1237 1185 1136 1090 10478 1807 1735 1665 1598 1533 1471 1411 1354 1300 1249 1200 1154 11109 1771 1705 1641 1579 1519 1461 1405 1352 1301 1253 1206 1162

10 1737 1675 1615 1557 1501 1447 1394 1344 1296 1249 1205

50 p

sf

1 1041 911 806 719 647 586 5342 1365 1229 1112 1012 925 849 783 725 674 628 587 551 5183 1568 1442 1328 1226 1135 1054 981 916 858 805 757 713 674 637 6044 1695 1582 1477 1379 1290 1208 1134 1066 1004 947 894 847 802 761 7235 1778 1676 1579 1488 1403 1323 1249 1181 1117 1058 1004 953 906 862 8206 1834 1741 1652 1566 1485 1408 1336 1269 1205 1146 1090 1038 988 942 8987 1787 1704 1624 1546 1473 1403 1336 1273 1214 1158 1104 1054 1006 9608 1743 1666 1593 1522 1454 1389 1327 1267 1211 1157 1106 1057 10109 1699 1628 1559 1493 1430 1369 1310 1254 1200 1148 1098 1050

10 1656 1589 1525 1462 1402 1344 1288 1234 1182 1131 1083

60 p

sf

1 1021 891 786 700 627 567 5152 1338 1202 1086 985 899 823 757 700 648 603 562 525 4923 1533 1407 1293 1191 1100 1019 946 881 822 769 721 677 637 600 5664 1655 1539 1433 1334 1244 1162 1087 1019 956 899 846 797 752 709 6705 1733 1628 1528 1435 1348 1267 1192 1122 1057 997 941 889 840 794 7506 1785 1688 1595 1506 1422 1343 1269 1199 1134 1072 1014 959 907 858 8117 1730 1642 1558 1477 1400 1327 1257 1192 1129 1070 1013 959 908 8588 1677 1596 1517 1442 1370 1302 1236 1173 1113 1055 1000 946 8949 1625 1549 1475 1404 1336 1270 1207 1146 1088 1031 976 922

10 1573 1500 1431 1363 1298 1234 1173 1114 1056 1000 945

70 p

sf

1 1000 871 766 680 608 547 4952 1310 1175 1058 958 872 796 731 673 621 576 534 497 4633 1498 1370 1256 1154 1062 981 908 843 783 730 681 636 5944 1613 1496 1387 1287 1196 1113 1037 967 903 844 790 738 6905 1686 1578 1475 1379 1290 1207 1130 1058 991 928 870 814 7616 1735 1633 1536 1444 1356 1274 1197 1124 1055 990 928 869 8137 1672 1579 1490 1404 1323 1246 1173 1103 1036 972 910 8518 1610 1524 1440 1360 1283 1210 1139 1071 1005 941 8799 1549 1467 1388 1311 1237 1166 1097 1030 965 901

10 1488 1409 1333 1259 1188 1118 1050 983 918

80 p

sf

1 980 851 746 659 587 527 4752 1282 1147 1030 930 843 768 702 644 592 545 503 4653 1462 1333 1218 1115 1023 941 867 800 740 684 633 5854 1571 1451 1340 1238 1145 1060 982 911 844 782 724 6685 1640 1527 1421 1322 1229 1143 1063 988 917 851 787 7256 1685 1578 1476 1379 1288 1202 1120 1043 969 899 831 7657 1613 1514 1420 1330 1244 1161 1083 1007 934 863 7948 1542 1450 1360 1274 1192 1112 1035 960 887 8159 1472 1383 1297 1215 1134 1056 979 904 831

10 1401 1315 1232 1151 1072 994 918 842

See page 2 for footnotes

1.5PLB18 Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 38: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-EN

P-19

36 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 476 426 384 349 319 294 2712 601 553 510 471 437 406 379 355 334 315 297 282 2683 679 638 599 562 528 497 468 442 418 396 377 358 342 326 3124 728 695 661 629 597 568 540 513 489 466 445 426 408 391 3755 761 733 705 677 649 622 596 571 548 525 504 484 465 448 4316 782 760 737 713 689 665 641 618 595 574 553 534 515 497 4807 779 760 739 718 697 676 655 635 614 595 576 558 540 5248 777 760 741 723 704 685 666 648 630 612 594 578 5619 775 759 743 726 709 692 675 659 642 626 610 594

10 774 759 744 729 714 698 683 668 652 637 622See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 9 10 11 12 14 15 152 9 10 11 13 14 15 16 17 17 18 19 19 203 9 10 12 13 14 15 16 17 18 18 19 20 21 21 224 9 10 12 13 14 15 16 17 18 19 20 20 21 22 225 9 10 12 13 14 15 16 17 18 19 20 21 21 22 236 9 10 12 13 14 15 16 17 18 19 20 21 22 22 237 10 12 13 14 15 16 17 18 19 20 21 22 23 238 12 13 14 15 17 18 19 20 20 21 22 23 249 13 14 15 17 18 19 20 21 22 22 23 24

10 14 16 17 18 19 20 21 22 23 23 24See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 507 453 409 371 340 313 2892 640 588 542 501 464 432 403 378 355 335 316 300 2853 723 679 637 598 562 528 498 470 445 422 401 381 364 347 3324 775 739 704 669 635 604 574 546 520 496 474 453 434 416 3995 809 780 750 720 691 662 634 608 583 559 536 515 495 476 4596 832 809 784 758 733 707 682 657 634 611 589 568 548 529 5117 829 808 787 764 742 719 697 675 654 633 613 594 575 5578 827 808 789 769 749 729 709 689 670 651 632 615 5979 825 808 791 773 755 737 719 701 683 666 649 632

10 823 808 792 776 759 743 727 710 694 678 662

10 p

sf

1 483 430 385 348 316 289 2662 609 558 512 471 435 404 375 350 328 308 290 274 2593 685 641 599 560 524 492 462 435 411 388 368 349 332 316 3024 732 694 657 622 589 558 529 502 477 454 433 413 394 377 3615 762 730 698 666 636 607 580 554 530 507 485 465 446 428 4116 782 754 726 698 670 644 618 594 571 548 527 507 488 470 4537 771 746 721 696 672 648 625 603 581 561 542 523 505 4888 761 738 715 693 671 649 628 608 588 570 551 534 5179 751 730 709 688 668 648 629 610 592 575 558 542

10 741 722 702 683 665 646 628 611 594 578 562

20 p

sf

1 459 405 361 324 292 265 2422 578 526 480 440 404 373 345 320 298 279 261 245 2303 647 601 558 519 483 451 422 395 371 349 329 310 293 278 2634 688 647 608 572 538 507 477 451 426 402 381 361 343 325 3095 713 677 642 608 576 546 517 491 466 442 420 400 380 362 3456 730 697 664 633 603 574 546 520 496 472 450 429 409 390 3727 711 680 651 622 594 568 542 518 495 472 451 431 411 3938 692 664 636 610 584 559 535 512 490 468 448 428 4099 674 647 621 596 572 548 525 503 482 461 441 421

10 655 630 606 582 558 536 514 492 471 451 431See page 2 for footnotes

1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

1.5PLB with Hilti X-ENP-19

Page 39: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-EN

P-19

www.vulcraft.com December 2016 37

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 434 380 336 299 267 240 2172 545 492 446 406 370 339 311 286 263 243 225 208 1923 606 558 514 474 437 404 374 347 322 298 277 256 237 219 2014 642 597 556 517 481 448 417 388 361 335 311 288 266 245 2235 663 622 582 545 510 476 445 415 387 360 335 310 285 262 2386 677 638 600 564 529 496 465 434 405 377 351 324 299 273 2487 649 612 577 543 510 478 448 418 390 362 335 308 281 2548 621 586 553 520 488 458 428 399 370 342 314 287 2599 593 560 528 496 465 435 405 376 347 319 291 263

10 566 533 502 471 440 410 381 352 323 294 265

40 p

sf

1 408 355 310 273 241 214 1912 510 457 410 368 331 299 269 242 217 194 171 148 1233 564 513 466 424 385 349 316 284 255 225 196 167 1364 594 545 499 457 417 379 343 309 276 243 210 176 1415 612 565 520 477 436 397 360 324 288 253 218 182 1456 623 577 533 490 449 410 371 334 296 260 222 185 1467 585 542 499 458 418 379 340 302 264 226 187 1488 548 505 464 424 384 344 306 267 228 188 1489 510 469 428 388 348 308 269 229 189 149

10 472 431 390 350 310 270 230 190 149

50 p

sf

1 382 328 282 245 212 184 1592 474 418 369 325 286 249 215 181 146 1083 520 465 414 367 323 281 241 200 158 1134 545 490 439 390 343 298 254 209 163 1165 559 505 453 403 355 308 261 214 166 1176 568 514 462 412 362 314 266 217 168 1187 520 468 417 367 318 268 219 169 1188 472 421 370 320 270 220 170 1189 424 373 322 272 221 170 119

10 375 324 273 222 170 119

60 p

sf

1 355 299 253 213 178 146 1132 436 377 324 275 229 184 1363 474 413 357 303 250 198 1434 493 432 373 316 260 204 1475 504 443 383 324 266 207 1486 511 449 388 328 269 209 1497 453 392 331 271 211 1498 395 333 272 211 1509 335 273 212 150

10 274 212 150

70 p

sf

1 326 268 219 176 1332 396 331 272 215 1573 426 358 293 229 1644 440 371 303 236 1675 449 378 308 239 1696 454 382 311 241 1707 385 313 242 1708 315 243 1719 244 171

10 171

80 p

sf

1 295 234 180 1262 352 281 213 1423 375 299 223 1474 386 307 228 1485 391 311 231 1496 395 313 232 1507 315 233 1508 233 1509 150

10See page 2 for footnotes

1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 40: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

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-EN

P-19

38 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 607 546 494 450 413 381 3532 764 709 658 611 570 532 498 468 441 417 395 375 3563 854 810 766 724 685 648 614 582 552 525 501 478 456 437 4194 908 873 837 802 767 734 702 671 642 615 589 565 543 522 5025 941 914 885 856 826 797 768 740 713 687 662 638 616 594 5746 963 941 918 894 869 844 818 793 769 745 721 698 677 656 6367 960 941 921 900 879 857 834 812 791 769 748 727 707 6888 958 942 924 905 886 867 847 827 808 788 769 751 7329 957 942 926 909 892 875 857 839 822 804 787 770

10 956 942 927 912 897 881 865 849 833 817 801See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 14 16 18 19 21 22 232 14 16 18 20 21 23 24 25 26 27 28 29 293 14 16 18 20 22 23 24 26 27 28 29 30 30 31 324 14 16 18 20 22 23 25 26 27 28 30 30 31 32 335 14 16 18 20 22 24 25 27 28 29 30 31 32 33 346 14 16 18 20 22 24 25 27 28 29 31 32 33 34 347 17 19 20 22 24 26 27 29 30 31 32 33 34 358 19 21 22 24 26 27 29 30 31 33 34 35 369 21 22 24 26 28 29 30 32 33 34 35 36

10 23 24 26 28 29 31 32 33 34 36 37See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 646 581 526 479 439 405 3752 813 754 700 650 606 566 530 498 469 443 420 398 3793 909 862 815 771 729 689 653 619 588 559 533 508 486 465 4454 966 929 891 853 816 781 746 714 683 654 627 601 577 555 5345 1001 972 942 910 879 848 817 787 758 731 704 679 655 632 6116 1024 1001 977 951 924 897 871 844 818 792 767 743 720 698 6767 1022 1001 980 958 935 911 888 864 841 818 796 774 752 7328 1020 1002 983 963 943 922 901 880 859 839 818 798 7799 1018 1002 985 967 949 930 912 893 874 855 837 819

10 1017 1002 986 970 954 937 920 903 886 869 852

10 p

sf

1 621 556 501 455 415 381 3522 780 721 667 618 575 535 500 469 440 415 392 371 3523 869 820 773 729 687 649 613 580 550 522 496 473 451 431 4124 920 880 840 802 765 729 695 664 634 606 580 555 532 511 4915 951 918 885 851 818 786 756 726 698 671 645 621 598 576 5566 972 943 914 885 856 828 800 772 746 721 696 673 651 629 6097 961 935 909 884 858 832 807 783 759 736 714 692 672 6528 950 927 904 880 857 834 811 789 767 746 726 706 6879 940 919 897 876 855 833 813 792 772 753 734 715

10 931 911 891 871 851 831 812 793 774 756 738

20 p

sf

1 596 531 476 430 391 357 3272 747 687 633 584 541 502 468 437 409 384 361 340 3223 827 777 729 684 642 604 568 536 506 479 454 431 409 389 3714 873 830 788 747 709 673 639 607 577 549 523 499 476 455 4355 901 862 825 789 753 720 687 657 628 600 574 550 527 505 4846 918 884 850 817 784 752 722 693 665 638 612 588 565 542 5217 899 867 836 806 776 747 719 692 666 641 616 593 571 5508 879 850 821 793 765 738 712 687 662 638 615 593 5719 861 833 806 779 753 728 703 679 655 632 610 589

10 842 816 790 764 740 715 691 668 646 624 602See page 2 for footnotes

1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 41: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-EN

P-19

www.vulcraft.com December 2016 39

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 570 505 451 405 365 332 3022 712 651 597 548 505 466 432 401 373 348 325 304 2853 785 731 682 635 593 554 518 485 455 427 401 377 354 333 3134 825 777 732 689 648 610 574 541 509 480 452 426 401 378 3555 849 805 763 722 684 647 611 578 546 516 487 460 434 408 3846 864 823 783 745 707 671 637 604 572 541 512 483 456 429 4037 835 797 760 724 688 654 622 590 559 529 500 472 444 4178 807 771 735 701 667 635 603 572 542 512 483 455 4279 779 744 710 677 644 612 581 551 521 492 463 435

10 750 717 684 652 620 589 558 528 498 469 440

40 p

sf

1 544 479 424 378 339 305 2762 675 614 558 509 465 426 390 358 329 303 278 254 2323 741 684 632 583 538 497 459 424 391 360 330 301 273 246 2174 776 723 673 626 582 540 501 463 428 394 361 329 297 265 2325 796 746 698 653 609 567 527 488 451 415 380 345 310 276 2416 809 761 714 669 626 584 543 504 466 428 392 355 319 282 2467 771 725 681 638 596 555 515 476 438 400 362 325 287 2498 733 689 646 604 563 523 483 444 405 367 328 290 2519 695 652 610 569 528 488 449 409 370 331 292 253

10 656 614 573 532 492 452 412 373 333 294 254

50 p

sf

1 517 451 396 350 310 276 2462 638 574 517 466 420 378 340 305 272 239 207 173 1373 695 635 578 526 478 432 390 349 309 270 230 189 1454 725 667 612 559 510 462 416 372 328 285 241 196 1495 742 686 631 579 528 479 432 385 339 293 247 200 1516 753 697 643 591 540 490 442 394 346 298 250 202 1527 705 651 599 548 497 448 399 350 302 253 203 1538 657 605 553 502 452 403 353 304 254 204 1539 609 557 506 456 405 355 305 255 204 153

10 560 509 458 407 357 306 256 205 154

60 p

sf

1 489 423 367 320 279 243 2112 599 532 472 418 368 322 278 234 189 1423 648 583 521 464 409 357 306 255 203 1484 673 609 547 488 430 375 320 265 209 1515 687 623 561 501 442 385 327 270 212 1526 696 632 570 509 449 390 332 273 213 1537 638 576 514 454 394 334 275 214 1538 580 518 457 397 336 276 215 1549 521 459 398 338 277 215 154

10 461 400 339 277 216 154

70 p

sf

1 460 392 335 286 242 202 1622 558 487 423 363 307 252 196 1363 600 528 460 396 333 270 206 1404 620 548 478 411 344 278 211 1425 632 559 489 419 351 282 213 1436 639 566 495 424 354 285 214 1437 570 498 427 357 286 215 1438 501 430 358 287 216 1439 431 359 288 216 144

10 360 288 216 144

80 p

sf

1 430 360 300 247 197 1452 515 439 369 301 235 1653 550 471 395 321 247 1704 566 485 407 329 252 1725 575 493 413 334 254 1746 580 498 417 336 256 1747 501 419 338 257 1748 421 339 257 1759 340 258 175

10 258 175See page 2 for footnotes

1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 42: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

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-EN

P-19

40 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 729 658 597 545 501 462 4292 914 852 794 741 693 649 610 574 541 512 486 461 4393 1015 967 919 873 829 787 747 711 677 645 616 588 563 540 5184 1072 1035 998 960 922 885 849 815 782 751 722 694 667 643 6195 1106 1079 1049 1018 987 955 924 893 863 834 806 779 754 729 7056 1129 1107 1083 1059 1033 1006 979 952 926 899 873 848 824 800 7777 1127 1107 1087 1065 1043 1020 997 973 950 927 904 881 859 8378 1125 1108 1090 1071 1051 1031 1010 990 969 948 927 907 8879 1123 1108 1092 1075 1058 1040 1021 1003 984 965 947 928

10 1122 1108 1094 1078 1063 1046 1030 1013 996 979 962See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 20 23 25 27 29 31 322 20 23 26 28 30 32 33 35 36 37 38 39 393 20 23 26 28 30 32 34 36 37 39 40 41 41 42 434 21 23 26 29 31 33 35 37 38 40 41 42 43 44 455 21 24 26 29 31 34 36 37 39 41 42 43 44 45 466 21 24 27 29 32 34 36 38 40 41 43 44 46 47 487 24 27 29 32 34 36 38 40 42 44 45 46 48 498 27 30 32 34 37 39 41 43 44 46 47 48 509 30 32 35 37 39 41 43 45 46 48 49 50

10 32 35 37 39 42 43 45 47 48 50 51See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 775 700 635 580 533 492 4562 972 907 845 789 737 691 649 610 576 545 517 491 4673 1079 1028 978 929 882 837 795 756 720 686 655 626 599 574 5514 1140 1102 1062 1021 981 942 904 867 832 799 768 738 710 684 6595 1177 1148 1116 1083 1050 1016 983 950 919 888 858 829 802 775 7506 1201 1178 1153 1126 1098 1070 1042 1013 985 957 929 902 876 851 8277 1198 1178 1156 1134 1110 1085 1060 1035 1010 986 961 937 914 8918 1197 1179 1159 1139 1118 1097 1075 1053 1031 1009 987 965 9439 1195 1179 1162 1144 1125 1106 1086 1067 1047 1027 1007 987

10 1194 1179 1164 1147 1131 1113 1096 1078 1060 1042 1024

10 p

sf

1 750 675 610 556 508 468 4322 938 872 811 755 704 658 617 580 546 515 488 462 4393 1037 985 933 884 837 793 752 714 679 646 616 588 562 538 5154 1093 1051 1009 967 926 887 849 813 779 747 717 688 661 636 6125 1126 1092 1057 1021 986 951 917 885 853 823 794 766 739 714 6906 1147 1118 1088 1058 1027 997 966 937 908 880 852 826 801 777 7537 1136 1110 1083 1056 1029 1002 975 949 923 898 873 849 826 8038 1126 1102 1078 1053 1029 1004 980 956 933 910 887 865 8449 1116 1094 1071 1049 1027 1004 982 960 939 917 897 876

10 1106 1085 1065 1044 1023 1002 982 962 942 922 902

20 p

sf

1 724 649 585 530 483 443 4082 903 836 775 719 669 624 583 546 513 483 456 431 4083 995 940 887 837 790 746 706 668 633 601 571 544 519 495 4734 1045 999 954 910 867 827 789 753 719 687 657 629 602 577 5545 1074 1035 995 956 918 881 846 812 779 749 719 691 665 639 6156 1093 1058 1022 987 952 918 886 854 823 793 765 737 711 686 6627 1073 1041 1008 976 945 914 884 854 826 798 772 746 722 6988 1054 1024 994 964 935 906 878 850 824 798 773 749 7259 1035 1006 978 950 923 896 869 843 818 794 770 746

10 1016 989 962 935 909 884 858 834 810 786 763See page 2 for footnotes

1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 43: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-EN

P-19

www.vulcraft.com December 2016 41

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 698 623 559 504 458 418 3832 867 799 738 682 632 587 546 510 477 447 419 395 3723 951 893 838 787 739 694 653 616 581 548 518 490 464 440 4174 996 945 896 849 805 763 723 685 650 617 586 556 528 502 4775 1022 976 932 888 847 806 768 731 697 663 632 601 573 545 5186 1038 996 954 914 874 836 799 763 729 696 664 633 604 575 5477 1009 970 931 893 856 820 785 751 718 687 656 626 597 5688 981 943 907 871 835 801 768 735 703 672 642 612 5849 952 916 881 847 813 780 747 716 685 654 624 595

10 924 889 855 822 789 757 725 694 663 633 604

40 p

sf

1 671 596 532 478 431 391 3562 830 761 698 642 591 545 505 468 434 403 375 349 3253 906 844 787 733 684 637 595 555 518 484 452 421 392 364 3374 946 890 837 786 738 692 649 609 570 534 499 465 433 401 3705 968 917 866 818 771 726 683 642 603 565 528 493 458 424 3906 983 933 885 838 792 748 706 664 624 585 548 511 474 439 4037 944 897 852 807 763 721 679 639 600 561 523 486 448 4128 906 861 817 774 731 690 649 609 570 532 493 455 4189 868 824 781 739 698 657 617 577 538 499 460 422

10 830 787 745 704 663 622 582 543 503 464 425

50 p

sf

1 644 568 504 449 403 362 3272 792 720 656 598 546 499 457 418 382 348 317 286 2553 860 794 733 676 623 574 528 484 443 404 365 327 290 251 2114 895 833 775 719 666 616 568 521 477 434 391 349 307 263 2195 914 856 799 744 691 640 591 543 497 451 406 361 316 270 2236 927 869 814 760 707 656 606 557 509 462 415 369 322 274 2267 879 824 770 718 666 616 566 518 469 421 373 325 277 2288 831 777 725 673 623 573 523 474 425 377 328 278 2299 782 730 679 628 577 527 478 428 379 329 280 229

10 734 682 631 581 530 480 430 381 331 280 230

60 p

sf

1 616 539 475 420 372 331 2952 752 678 611 551 497 447 400 357 315 274 232 187 1383 812 742 676 615 557 503 451 401 351 302 251 199 1444 843 775 710 648 589 532 477 422 369 315 260 204 1465 859 793 729 667 607 548 491 434 378 322 265 206 1476 870 805 741 679 618 559 500 442 384 326 267 208 1487 812 749 686 625 565 506 446 388 328 269 209 1488 754 692 630 570 509 450 390 330 270 209 1489 695 634 573 512 452 392 331 271 210 148

10 636 575 514 454 393 332 271 210 148

70 p

sf

1 587 509 444 388 339 296 2562 711 634 564 500 441 385 332 279 225 167 1043 764 688 617 549 485 423 362 301 239 174 1064 790 715 643 574 507 441 376 311 244 177 1065 804 730 658 587 519 451 383 316 247 178 1076 812 739 666 595 526 457 388 319 249 179 1077 744 672 601 530 460 390 320 250 179 1078 676 604 533 463 392 322 251 179 1079 607 535 464 394 323 251 179 107

10 537 466 394 323 252 180 107

80 p

sf

1 557 478 411 352 300 253 2062 669 587 512 443 377 313 247 179 1053 714 632 554 479 406 334 260 185 1064 736 653 573 496 419 343 266 187 1075 747 665 584 505 426 348 269 188 1076 755 672 590 510 430 350 270 189 1077 676 594 513 433 352 271 189 1078 597 515 434 353 272 190 1079 517 436 354 272 190 107

10 436 355 272 190 107See page 2 for footnotes

1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 44: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

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P-19

42 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 841 761 692 633 582 538 4992 1051 983 919 860 806 757 712 671 634 600 570 542 5163 1160 1109 1058 1008 960 913 870 829 790 755 721 690 661 634 6094 1221 1183 1144 1103 1063 1023 984 946 910 875 842 811 782 753 7275 1257 1229 1198 1166 1133 1099 1066 1032 1000 968 937 908 879 852 8256 1280 1258 1234 1208 1181 1153 1125 1096 1068 1039 1011 984 957 931 9067 1278 1259 1238 1216 1192 1168 1144 1119 1094 1069 1044 1020 996 9728 1277 1259 1241 1221 1201 1180 1158 1137 1115 1092 1070 1048 10279 1275 1260 1243 1226 1208 1189 1170 1150 1131 1111 1091 1071

10 1274 1260 1245 1229 1213 1196 1179 1162 1144 1126 1108See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 27 30 33 36 38 40 412 27 31 34 37 39 42 44 45 47 48 49 50 503 28 31 35 38 40 43 45 47 49 50 51 53 53 54 554 28 32 35 38 41 44 46 48 50 52 54 55 56 57 585 28 32 35 39 42 45 47 49 52 53 55 57 58 59 606 28 32 36 39 42 45 48 50 53 55 56 58 60 61 627 32 36 39 43 46 48 51 53 56 58 59 61 62 648 36 40 43 46 49 52 54 56 58 60 62 64 659 40 43 46 49 52 55 57 59 61 63 65 66

10 43 47 50 52 55 58 60 62 64 66 67See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 894 810 736 673 619 572 5312 1118 1046 978 915 858 805 757 714 674 639 606 576 5493 1234 1180 1126 1072 1021 972 925 882 841 803 767 734 703 675 6484 1299 1259 1217 1174 1131 1088 1047 1007 968 931 896 863 831 802 7735 1338 1307 1274 1240 1205 1169 1134 1098 1064 1030 997 966 935 906 8786 1362 1338 1313 1285 1256 1227 1197 1166 1136 1106 1076 1047 1018 991 9647 1360 1339 1317 1293 1268 1243 1217 1190 1164 1137 1111 1085 1060 10348 1358 1340 1320 1299 1278 1255 1232 1209 1186 1162 1139 1115 10929 1357 1340 1322 1304 1285 1265 1245 1224 1203 1182 1161 1140

10 1355 1340 1324 1308 1291 1273 1254 1236 1217 1198 1179

10 p

sf

1 869 784 711 649 595 548 5072 1083 1010 943 880 823 772 725 682 643 608 576 547 5203 1191 1135 1080 1026 975 926 881 838 798 761 727 695 665 637 6114 1251 1207 1162 1117 1073 1031 989 950 912 876 842 810 780 751 7245 1286 1250 1213 1176 1139 1102 1065 1029 995 962 930 899 869 841 8146 1308 1278 1247 1215 1183 1151 1119 1087 1056 1025 996 967 939 912 8867 1297 1270 1243 1214 1186 1157 1129 1101 1073 1046 1019 993 967 9438 1287 1262 1237 1212 1186 1160 1135 1109 1084 1059 1035 1011 9889 1276 1254 1231 1207 1184 1160 1137 1114 1091 1068 1046 1024

10 1267 1245 1224 1202 1181 1159 1137 1116 1095 1074 1053

20 p

sf

1 843 758 685 623 569 523 4832 1047 974 906 844 787 736 690 648 610 575 544 515 4893 1148 1089 1032 977 926 877 832 790 751 714 681 649 620 593 5684 1202 1154 1106 1059 1013 969 927 888 850 814 781 749 719 691 6645 1234 1192 1151 1110 1069 1030 992 955 919 885 853 822 792 764 7376 1253 1217 1180 1143 1107 1071 1036 1002 969 936 905 876 847 819 7937 1234 1200 1167 1133 1100 1067 1035 1004 974 944 915 888 861 8358 1214 1183 1152 1121 1090 1060 1030 1001 973 945 919 892 8679 1195 1166 1136 1107 1079 1050 1022 995 968 942 917 892

10 1176 1148 1120 1093 1066 1039 1012 986 961 936 912See page 2 for footnotes

1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

Page 45: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

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www.vulcraft.com December 2016 43

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 816 731 659 597 543 497 4572 1010 936 867 805 749 698 652 610 573 538 507 479 4533 1103 1041 982 926 874 824 779 736 697 661 627 595 566 539 5134 1152 1099 1047 997 949 903 860 819 780 743 709 676 645 616 5895 1181 1133 1087 1041 997 954 913 873 836 799 765 732 701 671 6426 1198 1155 1112 1069 1028 988 948 910 874 838 804 771 740 709 6807 1169 1129 1089 1049 1011 973 936 900 866 832 799 768 737 7078 1141 1102 1064 1027 991 955 920 886 852 820 788 757 7279 1112 1075 1039 1004 969 934 901 868 835 804 773 743

10 1084 1048 1013 979 945 912 879 847 816 785 754

40 p

sf

1 789 704 632 570 517 471 4312 972 896 827 765 708 657 610 569 531 496 464 435 4083 1058 992 930 872 818 767 720 676 636 598 563 529 498 468 4404 1102 1044 987 933 882 833 787 743 701 662 624 589 555 522 4905 1127 1073 1021 970 921 874 828 785 743 703 664 627 591 556 5226 1143 1092 1042 993 946 900 855 812 770 730 691 652 615 579 5437 1104 1056 1009 963 918 874 831 789 749 709 670 632 594 5578 1066 1020 975 930 887 844 803 762 722 682 644 605 5689 1028 984 940 896 854 812 771 731 691 652 613 575

10 990 946 904 861 820 779 738 698 659 619 581

50 p

sf

1 761 676 604 542 489 442 4022 933 856 785 721 663 611 564 521 482 445 411 380 3493 1011 942 876 815 758 704 655 608 564 523 483 445 409 372 3364 1051 987 925 866 810 757 706 658 612 567 524 482 441 400 3595 1073 1012 953 896 841 788 737 688 640 594 548 504 460 416 3726 1087 1028 971 915 861 808 757 707 658 611 564 517 471 426 3807 1039 983 928 874 822 770 720 671 622 574 526 479 432 3858 991 937 883 831 779 729 679 630 581 533 484 436 3889 943 890 837 786 735 685 635 586 537 488 439 390

10 895 842 791 740 689 639 590 540 491 442 392

60 p

sf

1 733 647 575 512 459 412 3722 893 813 741 675 615 561 511 465 422 381 341 302 2623 964 889 820 754 693 636 581 530 480 432 384 336 287 237 1844 999 928 861 796 735 676 619 564 510 458 405 353 299 244 1885 1018 950 884 820 759 699 640 583 527 472 417 361 305 248 1906 1030 964 899 835 773 713 654 595 538 481 424 366 309 250 1917 972 908 845 783 722 662 603 545 486 428 370 311 252 1928 914 851 790 728 668 608 549 490 431 372 312 253 1929 856 794 733 672 612 552 493 433 374 314 253 192

10 798 736 676 615 555 495 435 375 314 254 193

70 p

sf

1 704 618 544 481 427 379 3372 853 769 693 625 562 504 449 397 347 296 244 187 1263 915 836 761 690 624 560 499 439 380 321 259 196 1294 946 869 794 723 655 588 523 459 396 332 266 199 1305 963 887 813 742 672 604 537 470 404 337 270 201 1316 973 898 825 753 683 613 545 477 409 340 272 202 1317 905 832 760 689 619 550 481 412 343 273 202 1318 837 765 694 623 553 484 414 344 274 203 1319 769 697 626 556 486 415 345 274 203 131

10 700 629 558 487 416 346 275 203 131

80 p

sf

1 674 587 512 447 391 341 2952 810 723 643 570 502 438 376 314 250 182 1083 866 780 699 622 548 477 406 336 263 188 1104 892 808 726 647 570 495 420 345 268 190 1105 907 823 741 661 582 504 427 350 271 191 1106 915 832 749 669 589 510 431 352 273 192 1107 837 755 674 594 514 434 354 274 192 1118 759 677 597 516 436 355 274 193 1119 680 599 518 437 356 275 193 111

10 600 519 438 356 275 193 111See page 2 for footnotes

1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/4 Attachment Pattern

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44 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 634 557 496 446 405 366 3352 816 728 656 595 544 500 463 430 401 374 349 328 3103 957 869 792 726 668 619 575 537 503 473 446 422 400 380 3614 1066 982 906 838 778 724 677 634 597 563 532 504 479 456 4365 1148 1071 999 933 873 818 768 723 683 646 613 582 554 529 5066 1211 1142 1076 1013 954 899 849 803 761 723 687 655 625 597 5727 1199 1138 1079 1023 970 921 875 832 792 756 722 691 662 6358 1188 1134 1081 1031 983 938 895 856 819 784 752 721 6939 1180 1131 1084 1038 994 952 913 876 841 808 777 709

10 1174 1129 1085 1043 1003 964 928 893 860 785 709See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 53 57 59 61 62 62 632 54 58 60 62 64 65 65 65 65 64 64 63 623 55 59 62 64 65 66 67 67 67 67 66 66 65 64 634 55 59 63 65 67 68 69 69 69 69 69 68 67 67 665 56 60 63 66 68 69 70 71 71 71 71 70 70 69 686 56 61 64 67 69 71 72 72 73 73 73 72 72 71 707 61 65 68 70 72 73 74 74 75 74 74 74 73 738 66 69 71 73 74 75 76 76 76 76 76 75 759 69 72 74 75 76 77 78 78 78 77 77 76

10 73 75 76 78 78 79 79 79 79 79 78See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 675 593 527 474 430 390 3562 868 775 698 633 578 532 492 457 427 397 372 349 3303 1018 924 843 772 711 658 612 571 535 503 474 449 426 404 3844 1134 1044 964 892 828 771 720 675 635 598 566 537 510 486 4635 1221 1140 1063 993 928 870 817 770 726 687 652 619 590 563 5386 1289 1215 1144 1077 1015 957 903 855 810 769 731 696 665 635 6087 1275 1210 1148 1088 1032 979 930 885 843 804 768 735 704 6758 1264 1207 1150 1097 1046 998 953 910 871 834 800 768 7099 1256 1203 1153 1104 1057 1013 971 932 895 860 785 709

10 1249 1201 1155 1110 1067 1026 987 950 875 785 709

10 p

sf

1 659 577 511 458 414 375 3412 849 757 680 615 561 515 475 441 411 383 357 335 3163 996 903 822 752 691 639 593 552 516 485 456 431 408 387 3684 1108 1019 939 868 804 748 698 654 614 578 546 517 491 467 4455 1192 1110 1034 964 901 843 792 745 702 664 629 597 568 541 5176 1256 1182 1111 1044 983 926 873 826 782 741 705 671 640 611 5857 1238 1173 1111 1052 996 945 897 852 811 773 738 706 676 6488 1223 1165 1109 1056 1006 959 915 874 836 800 766 735 7069 1210 1158 1108 1060 1014 971 930 892 856 822 785 709

10 1199 1152 1106 1062 1020 980 942 906 872 785 709

20 p

sf

1 643 561 495 442 398 360 3272 831 738 662 598 544 498 458 424 394 367 343 321 3013 974 881 801 731 671 619 573 533 497 466 438 413 390 369 3504 1082 993 914 843 780 724 675 631 592 557 525 496 470 446 4255 1162 1080 1004 935 872 815 764 718 676 638 604 573 544 518 4946 1222 1147 1076 1010 949 893 841 794 751 712 676 642 612 584 5587 1200 1134 1072 1013 958 907 860 817 777 739 705 673 644 6168 1181 1122 1066 1013 964 917 874 834 796 761 729 698 6709 1163 1110 1060 1012 967 924 884 847 811 778 747 709

10 1147 1099 1053 1009 968 928 891 856 823 785 709See page 2 for footnotes

1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 47: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-EN

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www.vulcraft.com December 2016 45

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 627 544 479 426 382 346 3122 812 720 643 580 526 480 440 406 376 350 327 306 2873 951 859 779 710 650 598 553 513 478 446 419 393 371 350 3324 1055 966 887 817 755 700 651 607 568 533 502 474 448 424 4035 1131 1049 973 904 842 786 735 689 648 611 577 546 518 492 4686 1188 1112 1040 974 913 858 807 760 717 679 643 610 580 552 5277 1161 1094 1031 972 918 867 820 777 738 701 667 635 606 5798 1137 1077 1020 967 918 872 829 789 751 717 684 654 6269 1114 1060 1009 961 915 873 833 795 760 727 697 668

10 1093 1044 997 952 910 871 833 798 765 734 705

40 p

sf

1 610 528 463 410 366 330 2972 793 701 625 561 507 462 422 388 359 332 309 288 2703 928 836 756 687 628 576 531 492 457 426 398 373 3504 1027 938 859 790 728 673 625 581 543 508 477 449 4235 1099 1016 940 871 809 754 703 658 617 580 546 515 4876 1153 1075 1003 936 875 820 769 722 680 641 605 573 5427 1121 1052 988 929 874 823 776 733 693 656 622 5908 1091 1030 972 918 868 821 778 737 700 664 6319 1063 1007 955 905 859 815 775 736 700 667

10 1036 985 936 890 847 806 768 731 697

50 p

sf

1 594 512 447 394 350 313 2822 773 682 606 542 489 443 404 370 340 314 2913 904 812 732 664 605 553 509 469 434 403 3754 999 910 831 761 699 645 596 553 514 480 4485 1067 983 906 837 775 719 668 623 582 544 5106 1117 1038 964 897 835 779 727 680 637 598 5617 1079 1009 943 883 827 775 727 683 642 6038 1044 980 921 865 813 765 720 678 6399 1010 951 897 845 797 751 708 668

10 976 922 871 822 777 733 692

60 p

sf

1 578 496 430 377 333 297 2662 753 662 586 523 469 424 385 351 3213 880 788 708 640 580 529 484 445 4094 970 880 801 731 669 614 565 521 4825 1034 948 871 801 738 681 630 583 5416 1080 999 923 854 791 734 681 633 5887 1037 964 896 833 775 722 672 6258 995 928 866 808 754 703 6559 954 892 834 780 728 679

10 913 855 801 748 698

70 p

sf

1 561 479 414 361 317 280 2492 733 642 566 503 449 404 364 3303 855 762 682 614 554 503 457 4174 940 849 769 698 636 580 530 4855 1000 912 833 762 698 639 586 5386 1043 959 881 810 745 685 629 5787 993 917 846 781 720 663 6098 944 874 808 747 688 6339 896 830 768 709 652

10 847 785 725 667

80 p

sf

1 545 462 397 344 300 263 2322 713 621 545 482 428 382 3423 829 736 656 586 526 474 4274 910 817 736 664 600 542 4905 965 875 794 721 654 593 5376 1005 917 836 762 694 631 5717 948 868 793 724 659 5978 892 817 747 680 6179 835 764 697 631

10 778 710 643See page 2 for footnotes

1.5PLB22 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 48: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

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P-19

46 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 808 712 634 571 519 475 4352 1050 944 853 777 712 656 608 566 529 497 467 439 4143 1229 1125 1033 951 880 817 761 712 669 630 595 563 535 509 4854 1359 1264 1176 1095 1022 956 897 844 795 752 712 676 644 614 5875 1454 1370 1289 1212 1141 1075 1015 960 909 863 820 781 745 712 6826 1523 1450 1377 1307 1240 1176 1117 1061 1010 962 918 877 839 804 7717 1512 1447 1383 1321 1261 1204 1150 1099 1051 1006 964 925 888 8548 1503 1445 1388 1332 1278 1226 1176 1129 1085 1043 1003 966 9309 1495 1443 1391 1341 1291 1244 1198 1155 1113 1074 1036 947

10 1489 1442 1394 1348 1303 1259 1217 1176 1137 1050 947See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 75 79 81 82 82 82 812 77 81 84 85 86 86 86 85 84 83 81 80 783 79 83 86 88 89 90 89 89 88 87 86 84 83 81 804 80 85 88 90 92 92 93 92 92 91 90 88 87 86 845 81 86 90 92 94 95 95 95 95 94 93 92 91 90 886 82 87 91 94 96 97 98 98 98 97 97 96 95 93 927 88 93 96 98 99 100 101 101 100 100 99 98 97 958 94 97 100 101 102 103 103 103 102 102 101 100 999 98 101 103 104 105 105 105 105 104 103 103 101

10 102 105 106 107 107 107 107 107 106 105 104See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 860 757 675 608 552 506 4632 1117 1004 908 827 758 698 647 602 563 528 497 467 4403 1308 1197 1099 1012 936 869 810 758 711 670 633 599 569 541 5164 1446 1345 1251 1165 1087 1017 954 897 846 800 758 720 685 653 6245 1547 1457 1371 1290 1214 1144 1080 1021 967 918 873 831 793 758 7266 1621 1543 1465 1390 1319 1251 1188 1129 1074 1024 977 933 893 855 8207 1608 1540 1471 1405 1341 1280 1223 1169 1118 1070 1026 984 945 9088 1598 1537 1476 1417 1359 1304 1251 1201 1154 1109 1067 1027 9479 1591 1535 1480 1426 1374 1323 1275 1228 1184 1142 1050 947

10 1584 1534 1483 1434 1386 1340 1295 1251 1170 1050 947

10 p

sf

1 843 741 659 592 536 490 4482 1098 985 889 808 740 680 629 585 546 511 481 453 4263 1284 1174 1076 990 915 848 790 738 692 651 614 581 551 523 4984 1418 1317 1224 1138 1062 992 930 874 823 778 736 698 664 633 6045 1514 1424 1338 1258 1183 1114 1051 993 940 891 847 806 769 734 7026 1585 1506 1428 1353 1282 1216 1153 1095 1042 992 946 903 864 827 7937 1568 1498 1429 1363 1300 1240 1184 1131 1081 1034 991 950 912 8778 1553 1491 1430 1370 1313 1259 1207 1158 1112 1069 1028 989 9479 1540 1484 1429 1375 1323 1274 1226 1181 1138 1097 1050 947

10 1529 1478 1427 1378 1331 1285 1241 1199 1159 1050 947

20 p

sf

1 827 725 643 576 520 474 4332 1078 966 870 790 721 663 612 567 529 494 464 437 4123 1260 1150 1053 967 893 827 769 717 672 631 594 561 532 505 4804 1389 1288 1195 1111 1035 966 904 849 799 754 713 676 642 611 5835 1482 1391 1305 1225 1150 1082 1020 963 910 863 819 779 742 708 6776 1549 1468 1389 1315 1244 1178 1117 1060 1007 958 913 871 832 796 7637 1526 1455 1386 1320 1257 1197 1142 1089 1041 995 952 913 875 8418 1506 1443 1381 1322 1265 1211 1160 1112 1066 1024 984 946 9109 1488 1431 1375 1321 1269 1220 1173 1128 1086 1046 1008 947

10 1472 1419 1368 1319 1271 1226 1182 1141 1101 1050 947See page 2 for footnotes

1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

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HILTI X-EN

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www.vulcraft.com December 2016 47

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 811 709 626 560 504 458 4182 1058 946 851 771 703 644 594 550 511 477 446 419 3953 1235 1126 1029 944 870 805 747 696 651 610 574 541 512 485 4604 1360 1259 1166 1082 1006 939 878 823 773 729 688 652 618 587 5595 1448 1357 1270 1190 1116 1049 987 931 879 832 789 749 713 680 6496 1512 1429 1350 1275 1204 1138 1077 1021 969 921 876 835 797 761 7297 1484 1411 1341 1274 1211 1152 1096 1045 996 951 909 870 833 7998 1458 1393 1330 1270 1213 1159 1109 1061 1016 973 934 896 8619 1435 1376 1319 1264 1212 1162 1115 1071 1029 989 951 916

10 1413 1358 1306 1256 1208 1162 1118 1076 1037 999 947

40 p

sf

1 794 692 610 543 488 442 4022 1038 926 832 752 684 626 575 531 493 459 428 401 3773 1210 1101 1004 920 846 781 724 674 629 589 553 520 491 464 4404 1330 1228 1136 1052 977 910 849 795 746 702 662 625 592 561 5335 1414 1321 1234 1154 1081 1013 952 896 845 798 755 716 680 647 6166 1474 1390 1309 1233 1162 1096 1035 979 927 879 835 794 756 721 6887 1441 1366 1294 1227 1163 1103 1048 996 948 903 860 821 785 7508 1409 1342 1278 1216 1159 1104 1053 1004 959 917 877 839 8049 1380 1318 1260 1203 1150 1100 1052 1007 964 924 885 849

10 1351 1295 1240 1188 1139 1092 1047 1004 964 925 888

50 p

sf

1 778 676 594 527 472 425 3862 1018 906 812 732 664 606 556 512 474 440 410 383 3593 1185 1075 979 895 822 757 700 650 605 565 529 497 4684 1300 1197 1104 1021 946 879 819 765 716 672 632 595 5625 1379 1285 1197 1117 1043 976 914 858 807 760 718 678 6426 1436 1349 1267 1190 1118 1052 990 934 882 833 789 747 7097 1396 1319 1246 1177 1112 1051 995 942 893 847 804 7648 1359 1289 1223 1160 1100 1044 992 942 896 852 8109 1323 1259 1198 1139 1084 1032 982 935 891 848

10 1288 1228 1171 1117 1065 1015 968 923 880

60 p

sf

1 761 659 577 510 455 409 3692 997 885 791 712 644 586 536 493 454 420 390 3633 1159 1049 953 869 796 732 675 625 580 540 504 4714 1269 1165 1072 988 913 846 786 732 683 638 598 5615 1344 1248 1159 1078 1003 935 873 817 765 718 674 6346 1397 1308 1223 1145 1072 1004 942 884 831 781 735 6927 1351 1271 1195 1124 1058 996 937 883 832 784 7398 1308 1234 1165 1100 1038 980 925 873 824 7779 1265 1197 1133 1071 1013 958 906 855 808

10 1223 1159 1098 1040 985 932 881 832

70 p

sf

1 744 642 560 494 439 392 3532 976 864 770 691 624 566 516 472 434 400 3693 1132 1022 926 842 769 704 647 597 552 511 4754 1237 1132 1038 954 879 811 750 695 645 600 5585 1308 1210 1119 1037 961 892 829 771 718 669 6236 1358 1265 1178 1098 1023 953 889 830 774 722 6737 1305 1222 1143 1069 1000 935 875 818 763 7128 1255 1178 1105 1036 971 910 851 796 7429 1205 1133 1065 999 937 878 821 766

10 1155 1087 1022 959 899 841 785

80 p

sf

1 728 625 544 477 422 375 3362 954 842 749 670 602 544 494 450 4113 1105 994 898 814 740 675 618 566 5204 1204 1099 1003 918 842 773 711 655 6035 1272 1171 1078 994 916 845 780 720 6646 1318 1222 1132 1048 971 899 832 769 7107 1259 1171 1089 1012 939 871 806 7458 1201 1120 1043 970 900 834 7719 1143 1066 993 923 856 791

10 1085 1012 941 873 807See page 2 for footnotes

1.5PLB20 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 50: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

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48 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 971 857 765 690 628 575 5302 1268 1144 1038 948 870 803 745 694 650 610 575 543 5133 1480 1362 1256 1161 1077 1002 936 877 824 777 735 696 662 630 6014 1628 1523 1424 1332 1248 1171 1101 1038 981 929 881 838 798 762 7285 1733 1642 1553 1468 1387 1312 1243 1178 1119 1064 1013 967 924 884 8476 1808 1730 1652 1575 1500 1429 1362 1298 1239 1183 1131 1083 1038 996 9577 1797 1728 1660 1592 1525 1462 1401 1343 1288 1236 1187 1141 1098 10578 1788 1727 1665 1605 1545 1488 1432 1379 1328 1280 1234 1190 11499 1781 1726 1670 1615 1561 1509 1458 1409 1362 1316 1273 1195

10 1775 1725 1674 1624 1575 1527 1480 1434 1390 1324 1195See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 98 102 103 103 103 101 1002 102 106 108 109 109 108 107 105 103 101 99 97 953 104 109 112 113 114 114 113 111 110 108 106 104 102 100 984 107 112 115 117 118 118 118 117 116 114 112 110 108 106 1045 108 114 118 121 122 122 122 122 121 119 118 116 114 112 1106 110 116 120 123 125 126 126 126 125 124 123 121 119 118 1167 118 123 126 128 129 130 130 129 128 127 126 124 122 1218 124 128 130 132 133 133 133 132 131 130 128 127 1259 130 133 134 136 136 136 135 135 134 132 131 129

10 135 137 138 139 139 138 138 137 136 135 133See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 1033 912 814 734 668 612 5642 1349 1217 1105 1008 926 854 792 738 691 649 612 578 5463 1574 1449 1336 1235 1145 1066 995 933 877 827 782 741 704 670 6404 1732 1620 1515 1417 1327 1246 1172 1104 1043 988 937 891 849 810 7755 1843 1747 1652 1561 1476 1396 1322 1253 1190 1132 1078 1028 983 940 9016 1923 1841 1757 1675 1596 1520 1449 1381 1318 1259 1204 1152 1104 1060 10187 1911 1839 1765 1693 1623 1555 1490 1428 1370 1315 1263 1214 1168 11258 1902 1837 1772 1707 1644 1583 1524 1467 1413 1361 1313 1266 11959 1894 1836 1777 1718 1661 1605 1551 1499 1449 1400 1324 1195

10 1888 1835 1781 1728 1675 1624 1574 1526 1475 1324 1195

10 p

sf

1 1017 896 798 718 652 596 5482 1329 1198 1085 989 907 836 775 721 674 632 595 561 5313 1549 1424 1312 1212 1123 1044 974 912 857 807 762 722 685 652 6214 1702 1590 1485 1388 1300 1219 1146 1079 1019 964 914 869 827 789 7545 1809 1712 1617 1527 1442 1363 1290 1223 1160 1103 1050 1001 956 915 8766 1886 1802 1718 1635 1557 1482 1411 1344 1282 1224 1170 1120 1073 1029 9887 1869 1794 1720 1648 1578 1511 1447 1386 1329 1275 1224 1177 1132 10908 1854 1788 1722 1657 1594 1533 1475 1420 1367 1316 1269 1224 11819 1841 1781 1722 1663 1606 1551 1497 1446 1397 1350 1305 1195

10 1829 1775 1721 1667 1615 1564 1515 1468 1422 1324 1195

20 p

sf

1 1000 879 782 702 635 580 5322 1309 1178 1066 970 888 818 757 703 656 614 577 544 5143 1524 1399 1287 1188 1100 1022 952 891 836 786 742 702 666 633 6024 1672 1560 1455 1359 1271 1191 1118 1053 993 939 890 845 804 766 7315 1775 1676 1581 1492 1407 1329 1257 1190 1129 1072 1020 972 928 887 8496 1848 1762 1677 1594 1516 1441 1371 1305 1244 1187 1134 1085 1038 996 9567 1825 1749 1674 1601 1532 1465 1402 1342 1285 1232 1182 1136 1092 10518 1805 1737 1670 1605 1542 1481 1424 1369 1317 1267 1221 1177 11359 1786 1725 1664 1605 1548 1493 1440 1389 1341 1295 1251 1195

10 1769 1713 1658 1604 1551 1500 1451 1404 1359 1316 1195See page 2 for footnotes

1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 51: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-EN

P-19

www.vulcraft.com December 2016 49

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 984 863 765 686 619 564 5162 1288 1157 1046 951 869 799 738 685 638 597 560 527 4973 1498 1374 1262 1163 1076 998 930 868 814 765 721 681 645 612 5824 1641 1529 1424 1328 1241 1162 1090 1025 966 913 864 820 779 742 7075 1740 1640 1545 1455 1371 1293 1222 1156 1095 1039 988 941 897 857 8206 1810 1721 1635 1552 1473 1399 1329 1264 1204 1147 1095 1046 1001 958 9197 1781 1703 1627 1553 1483 1416 1353 1294 1238 1186 1136 1090 1047 10068 1755 1685 1617 1550 1487 1426 1369 1314 1263 1214 1167 1124 10839 1731 1667 1605 1545 1487 1431 1378 1328 1280 1234 1190 1149

10 1708 1649 1592 1537 1484 1432 1383 1336 1291 1248 1195

40 p

sf

1 967 847 749 669 603 547 5002 1267 1137 1026 931 850 780 719 666 620 578 542 509 4793 1472 1347 1236 1138 1051 974 906 845 791 743 699 659 624 591 5614 1610 1497 1392 1297 1210 1131 1060 996 937 884 836 792 752 715 6815 1705 1603 1507 1417 1333 1256 1185 1119 1059 1004 953 906 863 823 7866 1771 1680 1592 1508 1429 1354 1285 1220 1160 1104 1052 1003 958 916 8777 1736 1656 1578 1503 1432 1365 1302 1242 1187 1134 1085 1039 996 9568 1704 1632 1561 1494 1429 1368 1310 1255 1203 1154 1108 1064 10239 1674 1607 1543 1481 1422 1366 1312 1261 1212 1166 1122 1080

10 1644 1583 1524 1467 1412 1359 1309 1261 1215 1171 1129

50 p

sf

1 951 830 732 653 587 531 4842 1246 1116 1005 911 830 760 700 647 601 560 523 490 4603 1445 1321 1210 1112 1025 949 881 821 767 719 675 636 600 568 5384 1578 1464 1359 1264 1177 1099 1028 964 906 853 806 762 722 685 6515 1669 1566 1468 1378 1294 1216 1145 1080 1020 965 914 868 824 784 7476 1732 1638 1548 1463 1383 1308 1238 1173 1112 1056 1004 956 910 868 8297 1691 1607 1527 1451 1379 1311 1247 1187 1131 1078 1028 982 938 8978 1652 1577 1504 1435 1369 1306 1247 1191 1138 1088 1041 996 9549 1615 1546 1479 1415 1354 1296 1241 1188 1138 1090 1045 1002

10 1579 1515 1453 1393 1336 1281 1229 1179 1131 1085 1041

60 p

sf

1 934 813 716 636 570 515 4672 1225 1095 984 890 810 740 680 627 581 540 503 471 4413 1418 1293 1183 1085 999 923 855 795 741 693 650 611 5754 1546 1431 1326 1230 1143 1065 994 930 872 820 772 728 6875 1632 1527 1428 1337 1252 1175 1103 1038 977 922 871 824 7806 1692 1595 1503 1416 1335 1258 1188 1122 1061 1004 951 902 8557 1645 1558 1475 1397 1323 1254 1188 1127 1069 1015 964 9168 1599 1521 1445 1373 1305 1241 1179 1122 1067 1015 9659 1556 1483 1413 1346 1282 1222 1164 1108 1056 1005

10 1512 1444 1379 1316 1256 1198 1142 1089 1038

70 p

sf

1 917 796 699 620 554 498 4512 1203 1073 963 869 789 719 659 607 560 519 483 4503 1391 1265 1155 1057 971 895 827 767 714 665 622 5824 1513 1397 1291 1195 1108 1029 958 894 836 782 734 6895 1595 1488 1387 1295 1209 1130 1058 992 931 874 822 7746 1651 1552 1457 1368 1284 1207 1135 1067 1005 946 891 8407 1598 1508 1422 1341 1265 1193 1125 1062 1002 945 8928 1546 1463 1384 1309 1238 1171 1107 1046 988 9339 1495 1418 1344 1274 1206 1142 1081 1022 965

10 1444 1371 1302 1235 1170 1108 1049 991

80 p

sf

1 900 779 682 603 537 481 4342 1181 1051 941 847 767 698 638 585 539 497 4613 1363 1237 1126 1028 942 866 798 738 683 635 5904 1480 1362 1255 1158 1070 991 919 854 795 740 6905 1558 1448 1345 1251 1164 1084 1010 942 879 821 7666 1611 1507 1409 1318 1232 1152 1078 1008 943 882 8247 1550 1456 1367 1283 1204 1129 1058 991 928 8678 1491 1404 1321 1243 1168 1097 1029 964 9019 1432 1351 1273 1198 1126 1058 991 927

10 1374 1296 1222 1150 1080 1013 948See page 2 for footnotes

1.5PLB19 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 52: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HIL

TI X

-EN

P-19

50 December 2016 www.vulcraft.com

Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

1 1122 992 886 800 728 667 6152 1468 1329 1208 1105 1016 939 872 813 761 715 674 637 6043 1708 1578 1459 1353 1257 1172 1096 1029 968 913 864 820 779 742 7094 1873 1759 1650 1548 1454 1368 1289 1217 1151 1091 1037 986 941 898 8605 1986 1889 1793 1700 1612 1528 1450 1378 1311 1248 1191 1137 1088 1042 9996 2066 1984 1901 1818 1737 1659 1585 1514 1448 1385 1327 1272 1220 1172 11277 2055 1983 1910 1837 1766 1696 1629 1565 1504 1446 1391 1339 1290 12448 2046 1982 1917 1852 1788 1725 1665 1606 1550 1496 1444 1395 13499 2039 1981 1923 1864 1806 1749 1694 1640 1588 1537 1489 1443

10 2034 1981 1927 1874 1821 1769 1718 1668 1620 1573 1447See page 2 for footnotes

Diaphragm Stiffness, G' (k/in)

LoadType

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

Sei

smic

or

Win

d

1 121 124 124 123 122 120 1172 127 130 132 132 131 130 128 125 123 120 117 114 1113 131 135 138 139 139 138 136 134 132 130 127 124 122 119 1164 134 140 143 145 145 145 144 142 140 138 136 133 131 128 1255 137 143 147 149 150 150 150 149 147 145 143 141 138 136 1346 139 146 150 153 155 155 155 154 153 152 150 148 145 143 1417 148 153 157 159 160 160 159 159 157 156 154 152 150 1478 156 160 162 164 164 164 163 162 161 159 157 155 1539 162 165 167 168 168 168 167 166 164 162 161 159

10 168 170 171 171 171 171 170 169 167 165 164See page 2 for footnotes

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)Net Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

No

Up

lift

1 1193 1055 943 851 774 710 6552 1562 1413 1285 1175 1081 999 927 865 809 761 717 678 6433 1817 1679 1553 1439 1338 1247 1166 1094 1030 972 919 872 829 790 7544 1992 1871 1755 1647 1547 1455 1371 1294 1225 1161 1103 1049 1001 956 9145 2113 2010 1908 1809 1715 1626 1543 1466 1394 1328 1267 1210 1157 1108 10636 2198 2111 2022 1934 1848 1765 1686 1611 1540 1474 1411 1353 1298 1247 11997 2186 2110 2032 1954 1878 1804 1733 1665 1600 1538 1480 1424 1372 13238 2177 2109 2039 1970 1902 1835 1771 1708 1648 1591 1536 1484 14359 2170 2108 2045 1983 1921 1861 1802 1744 1689 1636 1584 1447

10 2163 2107 2050 1994 1937 1882 1827 1774 1723 1603 1447

10 p

sf

1 1177 1039 927 835 758 694 6392 1541 1393 1266 1156 1062 980 909 847 792 743 700 661 6263 1792 1653 1528 1415 1314 1224 1144 1073 1009 951 899 852 810 771 7354 1961 1840 1724 1617 1518 1427 1344 1268 1199 1136 1079 1026 978 933 8935 2078 1974 1871 1773 1679 1591 1509 1433 1363 1298 1237 1181 1130 1082 10376 2160 2071 1981 1892 1807 1724 1646 1572 1502 1437 1376 1318 1265 1215 11687 2142 2064 1985 1907 1831 1758 1687 1620 1556 1496 1439 1384 1334 12858 2128 2057 1987 1918 1850 1783 1719 1658 1599 1543 1490 1439 13909 2115 2051 1988 1925 1863 1803 1745 1688 1634 1582 1532 1447

10 2103 2045 1987 1930 1874 1818 1765 1712 1662 1603 1447

20 p

sf

1 1161 1022 910 819 742 678 6232 1521 1373 1246 1137 1043 962 891 829 774 726 683 644 6093 1765 1627 1502 1390 1290 1201 1122 1051 987 930 879 832 790 751 7164 1930 1808 1693 1586 1487 1397 1315 1240 1172 1110 1053 1001 954 910 8705 2042 1937 1834 1735 1642 1555 1474 1399 1330 1265 1206 1151 1100 1053 10096 2121 2030 1939 1850 1764 1682 1604 1531 1462 1398 1338 1281 1229 1179 11337 2098 2017 1937 1859 1782 1709 1639 1573 1510 1450 1394 1341 1291 12448 2077 2005 1933 1863 1795 1729 1665 1604 1546 1491 1439 1389 13429 2058 1993 1928 1865 1803 1742 1684 1628 1575 1523 1474 1427

10 2041 1981 1922 1864 1807 1751 1698 1646 1596 1548 1447See page 2 for footnotes

1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 53: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

HILTI X-EN

P-19

www.vulcraft.com December 2016 51

Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) ContinuedNet Wind

Uplift Pressure

Number of VSC2's per Span

Span Length (ft-in.)

3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0"

30 p

sf

1 1144 1006 894 802 726 662 6072 1500 1352 1226 1117 1023 943 872 810 756 708 665 626 5913 1739 1601 1476 1365 1265 1177 1098 1028 965 908 857 811 769 731 6964 1898 1776 1661 1554 1456 1367 1286 1211 1144 1083 1026 975 928 885 8455 2007 1899 1796 1697 1605 1518 1438 1363 1295 1231 1172 1118 1068 1021 9786 2082 1988 1895 1805 1719 1637 1560 1488 1420 1356 1297 1241 1189 1141 10957 2053 1970 1888 1808 1732 1659 1589 1523 1460 1401 1346 1294 1244 11988 2026 1952 1878 1807 1738 1672 1608 1547 1490 1435 1383 1334 12879 2001 1934 1867 1802 1739 1678 1620 1564 1511 1460 1411 1364

10 1978 1915 1854 1795 1737 1681 1627 1575 1525 1477 1431

40 p

sf

1 1127 989 878 786 710 645 5912 1478 1331 1205 1097 1004 923 853 792 737 689 647 608 5743 1712 1574 1450 1339 1240 1152 1074 1004 942 885 835 789 747 709 6744 1866 1743 1628 1521 1424 1335 1255 1181 1114 1053 998 947 900 857 8185 1970 1861 1757 1658 1565 1479 1399 1325 1257 1194 1136 1082 1033 987 9446 2042 1946 1851 1760 1674 1591 1514 1442 1374 1311 1252 1197 1146 1098 10537 2007 1921 1838 1757 1679 1606 1536 1470 1407 1349 1293 1241 1192 11468 1974 1897 1822 1749 1679 1611 1547 1487 1429 1374 1322 1273 12269 1943 1873 1804 1737 1673 1611 1552 1495 1442 1390 1341 1294

10 1913 1848 1784 1723 1663 1606 1551 1498 1447 1399 1352

50 p

sf

1 1111 973 861 769 693 629 5742 1457 1310 1184 1076 983 903 833 772 718 671 628 590 5553 1684 1546 1422 1312 1214 1126 1049 979 917 861 811 765 724 686 6514 1834 1710 1594 1488 1391 1302 1222 1149 1083 1022 967 916 870 827 7885 1934 1823 1717 1617 1525 1438 1359 1285 1217 1155 1097 1043 994 948 9056 2002 1903 1806 1714 1626 1543 1466 1393 1326 1263 1204 1149 1097 1049 10047 1961 1872 1786 1704 1625 1550 1480 1413 1350 1291 1236 1184 1134 10888 1921 1841 1763 1688 1617 1548 1483 1422 1363 1307 1255 1205 11589 1884 1810 1739 1670 1604 1540 1480 1422 1367 1314 1264 1216

10 1847 1779 1712 1648 1586 1527 1470 1416 1363 1313 1265

60 p

sf

1 1094 956 844 753 677 613 5582 1435 1288 1163 1055 963 883 813 752 699 651 608 570 5363 1657 1518 1395 1284 1187 1100 1022 953 891 836 786 740 699 661 6264 1801 1675 1559 1453 1356 1268 1187 1115 1049 988 933 883 836 794 7545 1896 1783 1676 1576 1482 1396 1316 1242 1174 1112 1054 1000 950 904 8616 1962 1859 1760 1666 1577 1493 1415 1342 1274 1210 1151 1095 1043 995 9497 1914 1822 1733 1649 1568 1492 1420 1353 1289 1229 1172 1119 1069 10218 1868 1784 1704 1626 1552 1482 1415 1352 1292 1235 1180 1129 10809 1823 1746 1671 1600 1531 1465 1402 1343 1285 1231 1178 1128

10 1780 1707 1638 1570 1506 1444 1384 1327 1272 1219 1168

70 p

sf

1 1077 939 828 736 660 596 5422 1412 1266 1141 1034 942 862 793 732 678 631 588 550 5163 1628 1490 1366 1256 1158 1072 994 926 864 808 758 712 6714 1767 1641 1524 1417 1319 1231 1151 1078 1012 952 896 845 7985 1859 1743 1634 1533 1438 1351 1271 1196 1128 1065 1006 951 9016 1921 1815 1713 1617 1526 1441 1362 1287 1218 1153 1092 1036 9827 1866 1771 1679 1592 1509 1431 1358 1288 1222 1161 1102 10478 1813 1726 1642 1562 1485 1412 1343 1277 1214 1155 10989 1762 1681 1602 1527 1455 1386 1320 1257 1197 1139

10 1711 1634 1560 1489 1421 1355 1292 1231 1172

80 p

sf

1 1060 922 811 719 643 579 5252 1390 1244 1119 1012 920 840 771 710 657 609 567 5283 1600 1461 1337 1226 1129 1042 965 896 834 778 728 6824 1733 1605 1487 1379 1282 1193 1112 1039 972 911 855 8035 1821 1703 1592 1488 1393 1304 1223 1147 1078 1013 953 8976 1880 1770 1665 1567 1474 1387 1305 1229 1158 1091 1028 9697 1818 1719 1624 1534 1448 1367 1291 1219 1151 1086 10248 1758 1667 1579 1495 1415 1339 1266 1197 1131 10679 1699 1613 1531 1452 1376 1303 1233 1166 1101

10 1640 1559 1481 1405 1332 1262 1194 1128See page 2 for footnotes

1.5PLB18 Hilti X-ENP-19 Fastener @ Supports ≥ 1/4" Sidelaps Fastened with the PunchLok II Tool 36/7 Attachment Pattern

Page 54: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

52 December 2016 www.vulcraft.com

VULCRAFT reserves the right to change the design or details of its products without notice. The information in this catalog is presented for general information only and is not to be used or relied upon for any application without complete review of the proposed application and without a complete review by a licensed professional architect, engineer, designer or other qualified professional.

VULCRAFT assumes no liability whatsoever for the accuracy or completeness of the information contained herein.

VULCRAFT makes no representation or warranty of any kind, either express or implied, respecting any information contained in this catalog including, but not limited to, the accuracy,

completeness or suitability of such information for any particular purpose or use.

In addition, VULCRAFT expressly disclaims any liability for incidental, special, consequential or punitive damages including, but not limited to, loss of profits or loss of use.

VULCRAFT'S liability, warranties and other obligations with respect to its decking products are set forth in the VULCRAFT Terms and Conditions of Sale provided to Buyer in connection with the provision of such decking products.

As used herein, references to VULCRAFT includes any parents, affiliates and subsidiaries.

The PunchLok II tool is the subject of U.S. Patent No. 6,12,932 and U.S. Patent No. 8,667,656.

PUNCHLOK® is a registered trademark of Verco Decking, Inc. VULCRAFT® is a registered trademark of NUCOR Corporation. 1.5PLB™ and 3.0PLN™ are trademarks of NUCOR Corporation. All other names may be trademarks of their respective owners. All rights reserved.

Page 55: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

PUNCHLOK® II SYSTEM

The PunchLok II tool is a hand-held, pneumatically- operated tool that joins sidelaps of PunchLok system roof and floor deck. When used properly, the PunchLok II tool creates a positive connection between the male and female lips (edges) of the deck by first clinching the sheets together, then shearing and permanently offsetting the male and female layers of material. The connection made by the PunchLok II tool is referred to as a VSC2 (Vulcraft Sidelap Connection 2).

An acceptable VSC2 connection has been made when the sidelap material has been sheared and offset so the sheared surface of the male leg is visible in the cut. The VSC2 connection may be made in either direction related to the sidelap.

VULCRAFT SIDELAP CONNECTION 2 (VSC2)

MALE LAYERMALE LAYERof Materialof Material

PunchLok® II SystemVULCRAFT Sidelap Connection 2 (VSC2)

Page 56: PUNCHLOK II ROOF DECK...TABLE FOOTNOTES 2 December 2016 TABLE FOOTNOTES Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables 1. Refer to the section in the VULCRAFT

VULCRAFT SALES CORPORATION OFFICES

ALBUQUERQUE, NMP. 505.892.0707F. 505.892.2727

ATLANTA, GA P. 770.307.2111F. 770.307.1800

BALTIMORE, MDP. 410.998.0800F. 410.998.0801

BIRMINGHAM, ALP. 205.982.4394F. 205.982.6885

BOSTON, MAP. 603.894.1146F. 603.894.1149

CHICAGO, ILP. 630.887.1400F. 630.887.1477

COLUMBIA, SCP. 803.732.5557F. 803.732.5551

DALLAS, TXP. 214.340.1883F. 214.340.5897

DAYTON, OHP. 937.390.2300F. 937.390.2333

DENVER, COP. 303.757.6323F. 303.757.6324

DES MOINES, IAP. 515.270.2500F. 515.270.8849

DETROIT, MIP. 248.486.6166F. 248.486.6169

FARGO, NDP. 701.235.6605F. 701.235.9632

FT. WAYNE/S. BEND, INP. 260.337.1800F. 260.337.1801

GRAND RAPIDS, MIP. 616.949.2106F. 616.949.6694

GREENSBORO, NCP. 336.294.9544F. 336.294.7636

GREENVILLE, NCP. 252.493.0333F. 252.493.0555

HARTFORD/ALBANYP. 203.791.1227F. 203.791.8657

HOUSTON, TXP. 281.477.6700F. 281.477.6701

INDIANAPOLIS, INP. 317.576.5399F. 317.576.5395

JACKSON, MSP. 601.936.6215F. 601.936.6216

JACKSONVILLE, FLP. 904.880.1150F. 904.880.1151

KANSAS CITYP. 913.341.9299F. 913.341.5764

KNOXVILLE, TNP. 865.690.6388F. 865.690.6389

LEXINGTON, KYP. 859.271.2591F. 859.271.2580

LITTLE ROCK, ARP. 501.758.6424F. 501.758.6427

LOS ANGELES, CAP. 714.957.5713F. 714.957.8871

MEMPHIS, TNP. 901.751.3927F. 901.751.3593

MIAMI, FLP. 954.785.8695F. 954.785.8696

MILWAUKEE/GREEN BAY, WIP. 262.251.5666F. 262.251.7065

MINNEAPOLIS, MNP. 763.425.4399F. 763 425.6905

NASHVILLE, TNP. 615.871.9385F. 615.871.9252

WESTERN NEW YORK P. 607.529.9036F. 607.529.9903

METRO NEW YORK P. 732.738.8188F. 732.738.8288

NORTH ALABAMAP. 256.845.2460F. 256.845.2823

OKLAHOMA CITY, OK P. 405.715.2844F. 405.715.5855

PHILADELPHIA, PA P. 610.539.6516F. 610.539.6970

PHOENIX, AZP. 480.730.3012F. 480.730.2824

RICHMOND, VAP. 804.379.3704F. 804.379.3709

SALT LAKE CITY, UTP. 801.355.0431F. 801.621.0927

SAN ANTONIO, TXP. 210.655.9070F. 210.655.9504

SAN FRANCISCO, CAP. 925.229.1020F. 925.229.2469

SEATTLE, WA P. 425.402.9011F. 425.482.6433

TAMPA, FLP. 813.621.0684F. 813.626.4955

YOUNGSTOWN, OHP. 330.726.8833F. 330.726.0694

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