VULCRAFT Steel Roof Deck Design Guide

Transcription

VULCRAFT Steel Roof Deck Design Guide
VULCRAFT STEEL ROOF DECK DESIGN GUIDE
Supplement 1 Diaphragm Tables with Pneutek Fasteners
VULCRAFT Steel Roof
Deck Design Guide
Supplement 1 - Diaphragm Tables with Pneutek Fasteners
Pneutek Fasteners
SUPPLEMENT 1
This supplement includes Allowable Diaphragm Shear Strength and Stiffness
Tables for deck panels utilizing the PunchLok II system and Pnuetek
Fasteners.
Pneutek Fasteners
Pneutek SDK61075, SDK63075, K64062, K64075, K66062, and K66075
fasteners all have ½ inch diameter heads and must be driven with the Pneutek
Air/Safe fastening system to ensure tight contact between the fastener head
and attached deck.
Pneutek SDK61075 fasteners may
be used where substrate thickness
is equal to or greater than 0.113"
and less than or equal to 0.155".
Pneutek SDK63075 fasteners may
be used where substrate thickness
is equal to or greater than 0.155"
and less than or equal to 0.250".
Pneutek K64 Fastener
Pneutek K64062 and K64075
fasteners may be used where
substrate thickness is equal to or
greater than 0.187" and less than or equal to 0.312".
Pneutek K66062 and K66075 fasteners may be used where substrate thickness
is equal to or greater than 0.281".
Pneutek fasteners are to be installed per manufacturer guidelines. Contact
Pneutek for additional information.
SUPPLEMENT 1 CONTENTS
www.vulcraft.com
Table Footnotes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
1.5PLB™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Diaphragm Tables
1.5PLB with Pneutek SDK61 . . . . . . . . . . . . . . . . . . . . 4
1.5PLB with Pneutek SDK63 . . . . . . . . . . . . . . . . . . . 20
1.5PLB with Pneutek K64 . . . . . . . . . . . . . . . . . . . . . . 36
1.5PLB with Pneutek K66 . . . . . . . . . . . . . . . . . . . . . . 52
3.0PLN™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69
Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69
Diaphragm Tables
3.0PLN with Pneutek SDK61 . . . . . . . . . . . . . . . . . . . 70
3.0PLN with Pneutek SDK63 . . . . . . . . . . . . . . . . . . . 78
3.0PLN with Pneutek K64 . . . . . . . . . . . . . . . . . . . . . . 86
3.0PLN with Pneutek K66 . . . . . . . . . . . . . . . . . . . . . . 94
VULCRAFT
VPS1

1
TABLE FOOTNOTES
TABLE FOOTNOTES
Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables
1. 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. K66 = Pneutek K66062 or K66075 fastener
K64 = Pneutek K64062 or K64075 fastener
SDK63 = Pneutek SDK63075 fastener
SDK61 = Pneutek SDK61075 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
AISI S100 Table D5: Safety Factors and Resistance Factors for Diaphragms
Load Type or
Combinations Including
Earthquake
Wind
All Others
Connection
Type
Welds
Screwsb,c
Welds
Screwsb,c
Welds
Screwsb,c
Limit State
Connection Related
Panel Bucklinga
Ωd
ϕd
ϕd
Ωd
ϕd
ϕd
(ASD)
(LRFD)
(LSD)
(ASD)
(LRFD)
(LSD)
3.00
0.55
0.50
2.50
0.65
0.60
2.35
0.70
0.65
2.65
2.50
0.60
0.65
0.55
0.60
2.00
0.80
0.75
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.
7. For support fastener, Allowable Shear Strength see Table 1 and Allowable Tension Strength see Table 2 of
Vulcraft Steel Roof Deck Design Guide.
2

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB™


1½" Deep Roof Deck
Used with PunchLok® II System
Approximate Dimensions
1.5PLB™ DECK
Deck Weight and Section Properties
Deck
Type
Design
Thickness
(in.)
Weight
(psf)
Ix
Idn
Idi
Idm
Spos
Sneg
Va
(in4/ft)
(in4/ft)
(in4/ft)
(in4/ft)
(in3/ft)
(in3/ft)
(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 Inertia
3. 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 Conditions
6. Spos = Positive Effective Section Modulus
7. Sneg = Negative Effective Section Modulus
8. Va = Allowable web shear strength
Attachment Patterns to Supports
36/4
36/7
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VULCRAFT
VPS1

3
DIAPHRAGM TABLES
1.5PLB with Pneutek SDK61
1.5PLB22



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
461
582
655
701
730
750
413
536
617
670
706
730
747
373
495
581
639
680
709
730
745
339
458
546
609
654
687
711
730
744
310
425
514
580
629
665
693
713
730
742
286
396
484
552
604
643
673
697
715
730
264
370
457
526
579
621
654
680
700
716
347
432
501
556
600
635
662
685
703
327
409
478
534
579
616
645
669
689
308
388
456
513
559
597
628
654
675
291
369
436
493
540
579
611
638
661
276
352
417
474
521
561
595
623
646
262
335
400
456
503
544
579
608
632
321
384
439
487
528
563
593
619
307
368
423
471
512
548
578
605
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
8
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
11
11
12
12
11
12
12
12
12
13
13
13
13
12
12
13
13
13
14
14
14
14
14
12
13
14
14
14
15
15
15
15
15
13
14
14
15
15
16
16
16
16
16
14
15
16
16
16
17
17
17
17
15
16
16
17
17
18
18
18
18
15
16
17
18
18
18
19
19
19
15
17
17
18
19
19
19
20
20
15
17
18
19
19
20
20
21
21
16
17
18
19
20
20
21
21
22
17
19
20
20
21
21
22
22
18
19
20
21
21
22
22
23
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
490
619
697
746
777
798
439
571
657
713
751
777
795
397
527
618
680
724
754
776
793
361
488
581
648
696
731
757
776
791
457
576
644
685
710
727
406
527
602
649
679
699
713
363
484
563
614
648
671
688
700
328
445
526
581
618
644
663
676
687
423
530
588
621
641
653
372
480
543
580
602
617
627
329
437
502
541
566
582
594
602
293
398
464
505
531
549
561
570
576
330
453
547
617
669
708
737
759
776
790
297
411
492
549
589
618
638
653
665
674
263
364
429
471
498
516
529
538
545
550
304
422
515
587
642
684
716
741
761
776
271
381
462
520
562
592
614
631
644
653
237
334
398
439
467
485
499
508
515
520
281
394
486
559
616
661
696
723
745
762
249
354
434
493
536
568
591
609
623
633
215
307
369
410
437
456
469
479
486
491
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
369
460
533
592
638
675
705
728
747
347
435
508
568
616
655
686
712
733
328
413
485
545
595
635
668
695
718
310
393
464
524
574
616
650
679
703
294
374
444
504
554
597
633
663
688
279
357
425
485
536
579
616
647
673
341
408
467
518
561
599
631
658
326
392
450
501
545
583
615
644
330
408
467
511
544
569
588
602
614
309
385
444
488
522
547
567
582
594
289
364
422
466
501
527
547
563
576
272
344
401
446
480
507
528
544
558
256
326
383
427
461
488
509
526
540
242
310
365
409
443
470
492
509
523
295
349
392
426
453
475
492
506
281
333
376
410
437
458
476
490
283
343
383
409
428
441
450
457
462
261
319
357
383
400
413
422
429
434
242
296
333
357
374
386
395
401
406
224
276
310
333
349
360
368
374
379
208
256
288
310
325
335
342
348
352
193
238
268
287
301
310
317
322
325
221
248
265
277
285
291
295
299
204
228
243
254
261
266
270
272
See page 2 for footnotes
4

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
387
481
528
554
569
578
335
429
479
506
522
532
539
292
384
433
461
477
487
494
499
256
343
391
418
434
444
451
456
459
40 psf
349
428
465
483
494
500
296
373
408
426
436
443
447
252
323
355
372
381
386
390
393
214
277
305
319
327
331
334
336
338
199
275
316
340
353
362
368
372
375
377
151
192
208
216
220
222
223
224
225
225
176
245
282
303
315
322
327
331
333
335
122
150
159
163
165
167
167
168
168
168
50 psf
308
371
397
409
416
420
253
308
330
341
346
350
352
204
249
266
273
277
280
281
282
160
191
202
206
209
210
211
211
212
226
307
352
378
393
403
409
414
417
419
181
234
256
267
273
277
279
280
281
282
116
132
136
138
139
139
140
140
140
140
60 psf
264
309
325
332
336
338
202
234
245
250
252
253
254
142
160
165
167
168
168
169
169
70 psf
213
240
248
251
253
254
137
149
152
153
154
154
154
80 psf
Span Length (ft-in.)
3'-0"
153
164
167
168
168
169
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
218
250
267
277
283
287
290
292
293
191
218
231
239
244
247
249
251
252
165
186
196
201
204
207
208
209
210
138
152
159
162
164
166
167
167
168
109
117
121
123
124
124
125
125
125
9'-0"
9'-6"
10'-0"
104
108
109
110
110
111
111
111
111
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

5
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB20



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
585
735
819
867
897
916
527
684
778
836
873
897
914
478
636
738
804
847
877
897
912
436
593
700
772
821
855
880
898
911
400
553
663
740
794
833
861
882
898
910
369
517
628
709
768
810
842
865
884
898
342
485
596
679
741
787
822
849
869
885
456
566
651
716
765
802
831
854
872
430
538
624
691
742
782
814
839
858
407
513
598
666
720
762
796
823
844
385
489
574
643
699
743
778
807
830
366
467
552
621
678
724
761
791
816
348
447
530
600
657
705
743
775
801
428
510
580
638
686
726
759
787
410
491
560
619
668
709
744
773
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
13
13
14
14
14
14
14
15
16
16
16
16
16
16
17
17
18
18
18
18
18
17
18
19
19
20
20
20
20
20
17
19
20
21
21
21
22
22
22
22
18
20
21
22
22
23
23
24
24
24
18
21
22
23
24
24
25
25
25
26
21
23
24
25
26
26
26
27
27
22
24
25
26
27
27
28
28
28
22
24
26
27
28
28
29
29
30
22
25
26
28
29
29
30
30
31
23
25
27
28
29
30
31
32
32
23
25
27
29
30
31
32
32
33
26
28
29
31
32
33
33
34
26
28
30
31
32
33
34
35
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
622
782
871
922
954
974
561
727
828
889
928
954
972
509
677
785
855
901
933
955
970
464
630
744
821
873
910
936
955
969
580
725
802
844
869
885
519
670
755
805
836
855
869
467
620
711
767
802
825
841
853
423
574
670
730
770
796
814
827
837
537
666
729
762
782
794
475
608
678
716
738
753
762
423
557
630
671
696
712
723
730
379
511
586
629
656
673
685
693
699
426
588
705
787
845
886
916
938
955
968
385
533
631
695
738
767
787
802
813
821
342
469
545
590
617
635
647
656
662
667
393
550
669
755
817
862
896
921
940
955
352
496
595
662
707
738
761
777
789
798
309
432
507
552
580
599
611
620
626
631
364
516
634
723
789
838
875
903
925
942
324
463
562
630
678
711
735
752
766
776
281
399
472
517
545
563
576
585
591
596
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
486
602
693
761
814
853
884
908
928
458
573
664
735
790
832
866
892
913
433
545
637
709
766
811
847
875
898
410
520
611
684
743
790
828
858
883
389
497
587
661
721
770
809
842
868
371
475
564
638
699
750
791
825
853
455
543
617
679
730
773
808
837
436
522
596
659
711
755
791
822
433
531
601
650
684
710
729
743
754
407
503
573
623
659
685
705
720
732
383
477
547
597
634
662
682
698
710
361
453
522
573
611
639
660
677
689
341
431
499
550
588
617
639
656
669
322
410
478
529
567
596
618
635
649
391
457
508
546
576
598
616
629
373
438
488
527
556
579
596
610
369
440
483
511
529
542
550
557
562
342
410
452
479
496
508
517
523
528
317
382
422
447
464
476
484
490
494
295
356
393
417
433
444
451
457
461
274
331
366
388
402
412
419
424
428
254
307
339
359
372
381
387
392
395
284
313
331
343
350
356
360
363
262
288
303
313
320
324
328
330
See page 2 for footnotes
6

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
491
602
652
677
691
700
429
541
594
621
636
646
652
376
486
539
567
583
593
599
604
332
437
489
516
532
541
548
552
555
40 psf
442
533
571
589
598
604
378
466
502
520
530
535
539
323
404
438
454
462
468
471
473
276
347
376
389
396
401
403
405
406
260
352
396
420
433
441
447
450
453
455
194
240
255
262
265
268
269
270
270
271
231
314
354
374
386
393
397
400
402
404
156
185
194
198
199
200
201
202
202
202
50 psf
390
459
485
497
503
506
321
382
404
413
418
421
423
260
308
324
331
335
337
338
339
203
235
245
249
251
252
253
254
254
293
392
441
467
482
491
497
501
504
506
234
293
315
326
331
334
336
337
338
339
145
160
164
166
167
167
167
168
168
168
60 psf
331
379
394
401
405
407
253
287
297
301
303
304
305
177
194
199
201
201
202
202
202
70 psf
265
292
300
303
304
305
169
180
183
184
185
185
185
80 psf
Span Length (ft-in.)
3'-0"
187
198
201
202
202
202
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
278
312
329
339
344
348
350
352
354
244
271
285
292
296
299
301
302
303
209
230
240
245
248
249
251
252
252
174
188
194
197
199
200
200
201
201
136
143
146
148
149
149
150
150
150
9'-0"
9'-6"
10'-0"
127
130
132
132
133
133
133
133
133
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

7
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB19



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
699
874
966
1017
1047
1066
633
818
923
985
1023
1048
1065
576
765
880
952
997
1027
1048
1063
526
715
838
918
970
1006
1031
1049
1062
484
670
798
884
942
983
1012
1033
1049
1061
447
629
759
851
914
960
992
1017
1035
1049
415
592
723
818
886
936
972
1000
1020
1037
558
689
787
859
912
952
982
1005
1024
527
657
756
832
888
931
964
990
1010
499
627
728
805
864
910
946
974
996
473
599
700
779
841
889
927
957
981
450
573
674
755
818
869
909
941
967
429
549
649
731
796
848
890
924
952
527
626
708
774
828
872
908
937
506
604
686
753
809
854
891
922
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
18
19
20
20
20
21
20
22
22
23
23
23
24
22
24
25
25
26
26
26
26
23
25
27
28
28
28
29
29
29
24
27
28
29
30
31
31
31
32
32
25
28
30
31
32
33
33
34
34
34
25
29
31
33
34
35
35
36
36
37
30
32
34
35
36
37
38
38
39
30
33
35
37
38
39
39
40
41
31
34
36
38
39
40
41
42
42
31
34
37
39
40
42
43
43
44
31
35
38
40
41
43
44
45
45
31
35
38
41
42
44
45
46
47
35
39
41
43
45
46
47
48
35
39
42
44
46
47
48
49
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
744
930
1027
1082
1114
1134
673
870
982
1048
1088
1115
1132
612
813
937
1012
1061
1093
1115
1131
560
761
892
976
1032
1070
1096
1116
1130
694
861
943
988
1013
1029
623
800
894
946
977
997
1010
563
743
845
905
941
964
980
991
511
691
800
865
906
932
951
964
973
641
788
856
890
910
922
571
724
799
838
861
875
884
510
666
745
789
814
830
840
847
459
613
695
741
768
785
797
805
810
515
713
849
940
1003
1046
1077
1099
1116
1129
466
644
756
826
871
901
921
936
947
955
414
565
648
696
724
742
754
763
769
773
476
669
808
905
973
1021
1056
1082
1101
1116
428
602
716
789
837
869
892
908
920
929
376
522
605
653
682
700
713
721
728
732
442
629
769
870
943
996
1034
1063
1086
1103
394
563
678
754
804
839
864
881
894
904
343
483
564
612
641
660
672
681
687
692
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
593
733
837
914
970
1013
1045
1069
1089
560
699
805
885
945
991
1026
1053
1074
531
667
774
856
920
968
1006
1036
1059
503
638
745
829
895
946
986
1018
1044
479
610
717
803
870
924
967
1001
1028
456
584
691
777
847
902
947
983
1013
561
666
753
824
881
928
966
997
538
642
729
801
860
908
948
981
529
643
720
773
810
836
855
869
880
497
610
689
743
781
808
829
844
855
468
580
659
714
754
782
803
819
831
442
552
631
687
727
756
778
795
808
419
526
604
661
702
732
754
771
785
397
502
579
636
677
708
731
748
762
479
556
612
654
684
708
726
740
458
533
589
631
662
686
704
718
448
527
573
602
620
633
641
648
652
415
491
536
564
582
594
602
608
613
386
458
501
527
544
556
564
570
574
359
427
467
492
508
518
526
531
535
333
397
434
457
472
482
488
493
497
310
369
403
423
436
445
451
456
459
341
371
390
401
409
414
418
421
314
341
357
366
373
378
381
383
See page 2 for footnotes
8

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
586
711
763
789
803
812
514
641
697
725
740
749
756
453
578
635
663
679
689
695
699
401
521
576
604
620
629
635
639
642
40 psf
527
627
666
684
694
700
453
550
587
605
614
620
624
388
478
512
528
537
542
545
547
332
410
440
453
460
464
466
468
469
316
420
468
492
505
513
518
522
524
526
234
282
297
304
307
309
311
311
312
312
281
375
417
438
449
456
461
464
466
467
186
216
225
229
231
232
232
233
233
233
50 psf
463
538
564
576
582
586
382
448
470
479
484
487
489
310
361
377
384
387
389
391
391
241
275
285
288
290
291
292
293
293
355
469
521
547
562
571
576
580
583
585
281
346
368
378
384
387
389
390
391
391
171
186
190
192
193
193
193
193
193
194
60 psf
392
442
458
464
468
470
299
334
344
348
350
351
352
208
226
230
232
232
233
233
233
109
112
113
113
114
114
114
114
114
70 psf
311
339
347
350
351
352
198
209
212
213
213
213
213
80 psf
Span Length (ft-in.)
3'-0"
219
229
232
233
233
233
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
332
368
385
394
400
403
406
407
409
290
319
332
339
344
346
348
349
350
249
270
279
284
287
289
290
291
291
205
219
225
228
230
231
232
232
232
159
167
170
171
172
172
173
173
173
109
111
112
113
113
113
113
113
114
9'-6"
10'-0"
147
151
152
153
153
153
153
153
154
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

9
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB18
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
803
999
1098
1151
1182
1202
729
939
1053
1118
1158
1183
1200
665
881
1008
1084
1132
1163
1184
1199
609
827
963
1049
1104
1141
1166
1184
1198
561
776
920
1013
1075
1117
1147
1169
1185
1197
519
730
878
978
1046
1093
1127
1152
1171
1185
482
688
838
943
1016
1069
1107
1135
1156
1172
650
800
909
987
1044
1085
1117
1141
1159
615
764
876
958
1019
1064
1098
1125
1145
583
731
844
929
994
1042
1079
1108
1131
554
700
814
902
969
1020
1060
1092
1116
527
670
785
875
944
998
1041
1075
1101
502
643
757
848
920
977
1022
1057
1086
618
731
823
897
955
1002
1040
1071
594
706
799
874
934
983
1023
1055
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
25
26
27
27
28
28
27
29
30
31
31
32
32
29
32
33
34
35
35
35
36
30
34
36
37
38
38
39
39
39
31
36
38
39
40
41
42
42
43
43
32
37
40
42
43
44
45
45
46
46
32
38
41
44
45
46
47
48
48
49
39
43
45
47
48
50
50
51
52
40
44
47
49
50
52
53
53
54
40
45
48
50
52
54
55
56
56
40
45
49
52
54
55
57
58
58
40
46
50
53
55
57
58
59
60
40
46
50
54
56
58
60
61
62
46
51
54
57
59
61
62
64
47
51
55
58
60
62
64
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
855
1063
1168
1224
1258
1279
776
999
1120
1190
1232
1259
1277
707
937
1072
1153
1204
1237
1259
1275
648
879
1025
1116
1174
1213
1240
1260
1274
797
983
1071
1117
1143
1159
718
917
1017
1072
1104
1124
1137
650
855
965
1028
1065
1089
1105
1116
592
797
916
985
1027
1055
1073
1086
1096
736
898
969
1005
1025
1037
657
828
907
948
971
986
995
589
763
849
893
919
935
946
953
531
704
793
841
869
886
898
905
911
596
826
978
1078
1144
1189
1220
1243
1260
1273
541
745
868
943
990
1020
1041
1056
1067
1075
481
651
741
791
820
838
850
859
865
869
552
777
934
1040
1113
1163
1199
1226
1245
1261
497
698
824
903
953
987
1010
1026
1038
1047
437
603
693
743
773
791
804
813
819
824
513
732
891
1003
1081
1137
1177
1207
1230
1247
459
654
782
864
918
954
979
997
1010
1020
399
559
647
697
727
746
759
767
774
778
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
691
851
967
1050
1110
1155
1188
1213
1233
654
813
932
1019
1084
1132
1168
1197
1219
620
778
898
989
1057
1109
1148
1179
1203
589
744
866
959
1031
1085
1128
1161
1188
561
713
835
930
1004
1062
1107
1143
1172
535
684
806
903
979
1039
1087
1125
1155
657
778
876
954
1016
1066
1106
1139
632
752
850
929
994
1046
1088
1122
615
743
827
883
921
948
968
982
993
579
707
792
850
890
919
939
954
966
547
673
759
819
860
890
911
927
940
517
641
728
788
831
861
884
901
914
490
612
698
759
803
834
857
875
888
465
584
670
732
775
807
831
849
863
559
644
705
749
782
806
824
838
535
619
680
724
757
781
800
814
518
604
654
683
702
714
723
729
734
482
564
612
640
659
671
679
685
690
448
527
572
599
616
628
636
642
646
416
491
533
559
575
586
593
598
602
387
456
496
519
534
544
551
556
559
359
423
459
481
494
503
509
513
516
391
423
442
454
462
467
471
474
360
388
404
414
421
425
428
431
See page 2 for footnotes
10

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
673
808
863
890
904
912
592
731
790
818
834
843
849
523
661
720
749
765
775
781
785
463
596
654
683
699
708
714
718
721
40 psf
604
712
752
770
780
786
520
625
664
682
691
697
700
447
543
579
595
603
608
612
614
382
467
497
510
517
521
524
525
527
50 psf
438
507
529
539
544
547
548
355
408
425
431
435
437
438
439
276
310
320
324
326
327
327
328
328
366
482
532
556
570
578
583
586
589
590
269
320
335
342
345
347
348
349
350
350
101
104
104
105
105
105
105
105
105
105
326
430
474
495
507
514
518
521
523
524
213
245
254
257
259
260
260
261
261
261
530
609
636
648
654
657
412
537
592
619
634
642
648
652
655
657
324
393
416
426
431
434
436
437
438
439
194
210
214
215
216
216
216
217
217
217
60 psf
447
499
515
522
525
527
341
377
387
391
393
394
395
236
254
258
260
261
261
261
261
123
126
127
127
127
127
127
127
127
70 psf
353
382
389
392
394
395
223
235
237
238
239
239
239
80 psf
Span Length (ft-in.)
3'-0"
247
257
260
261
261
261
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
381
418
435
444
450
453
456
457
459
332
362
375
382
386
389
391
392
393
284
305
315
320
322
324
325
326
327
233
247
253
256
258
259
260
260
261
180
188
191
192
193
193
194
194
194
122
125
126
127
127
127
127
127
127
9'-6"
10'-0"
166
169
171
171
172
172
172
172
172
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

11
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB22
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
614
792
929
1032
1110
1169
539
708
845
954
1039
1105
1157
480
639
772
882
971
1043
1102
1149
432
580
709
818
909
984
1047
1099
1141
392
530
653
760
852
929
995
1050
1096
1136
356
488
605
709
799
878
945
1003
1052
1094
325
452
563
663
752
830
898
958
1009
1054
420
525
622
709
786
855
915
968
1015
392
493
585
670
746
814
875
929
977
366
463
552
634
709
776
837
892
941
342
437
522
602
675
741
802
857
906
322
414
496
572
643
709
769
824
874
304
393
471
545
614
679
738
792
842
373
449
520
588
650
709
763
785
355
428
498
563
624
682
709
709
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
40
44
47
49
50
52
40
45
48
51
53
55
56
40
45
49
52
55
57
58
60
39
45
49
53
56
58
60
62
63
38
44
49
53
56
59
61
63
65
66
37
43
48
52
56
59
61
64
66
67
36
42
47
52
56
59
62
64
66
68
41
46
51
55
58
61
64
66
68
40
45
50
54
58
61
64
66
68
38
44
49
53
57
60
63
66
68
37
43
48
52
56
59
62
65
68
36
42
47
51
55
58
62
64
67
35
41
45
50
54
57
61
64
66
39
44
49
53
56
60
63
65
38
43
48
52
55
59
62
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
653
842
988
1098
1181
1243
574
754
899
1015
1105
1176
1231
511
679
821
938
1033
1110
1172
1222
459
617
754
870
967
1047
1114
1169
1214
631
817
957
1061
1139
1196
552
728
869
978
1063
1128
1178
489
654
792
903
992
1062
1118
1163
437
592
725
835
926
1000
1060
1109
1149
608
790
925
1024
1095
1148
529
702
837
940
1019
1078
1123
466
629
761
866
947
1011
1061
1101
415
567
695
799
882
949
1003
1045
1080
417
564
695
809
906
988
1058
1117
1166
1208
395
540
667
775
866
942
1005
1057
1100
1137
373
515
637
739
823
892
947
993
1030
1060
379
519
644
754
850
934
1005
1067
1119
1164
358
495
616
721
812
888
953
1008
1054
1092
338
471
587
686
770
839
896
943
982
1014
346
480
599
705
800
883
956
1019
1074
1121
326
457
572
674
762
839
905
961
1009
1050
305
432
543
639
721
790
848
896
937
971
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
447
559
662
754
836
909
974
1030
1080
417
524
623
712
793
866
931
989
1040
390
493
587
675
754
826
891
949
1001
364
465
556
640
718
789
853
912
964
342
440
527
609
684
754
818
876
929
323
418
501
580
654
722
785
843
875
397
477
554
625
692
754
785
785
378
456
529
599
664
709
709
709
423
533
631
718
794
860
917
966
1009
394
498
593
677
752
818
876
926
969
368
467
558
640
714
779
837
888
932
345
440
527
607
679
743
801
852
897
323
415
499
576
646
710
767
818
863
304
393
474
548
617
679
735
786
831
373
450
522
589
650
706
756
785
354
429
499
564
623
678
709
709
399
505
597
677
746
804
853
894
929
370
471
560
638
705
763
812
854
889
345
440
526
602
668
725
774
816
852
322
413
496
569
633
689
738
780
817
302
389
468
539
602
657
705
747
783
283
367
443
511
573
627
674
715
752
347
420
486
546
598
645
686
722
328
399
463
521
572
618
658
694
See page 2 for footnotes
12

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
586
763
892
984
1051
1099
507
676
804
901
972
1026
1066
444
602
729
826
901
958
1002
1036
393
541
663
760
835
895
941
978
1007
40 psf
563
736
858
944
1004
1047
484
648
770
859
924
971
1007
421
575
694
784
851
901
939
968
370
514
629
717
784
836
875
906
929
50 psf
540
707
823
902
956
994
461
620
734
815
873
914
945
398
547
658
739
797
840
872
896
347
486
592
671
729
772
804
829
847
60 psf
517
678
786
858
906
940
438
590
696
769
819
855
880
375
517
619
690
740
776
801
821
324
455
552
620
668
702
728
746
761
70 psf
494
647
747
812
854
884
414
559
655
719
762
792
813
351
485
576
637
678
707
727
742
299
422
506
562
600
627
645
659
669
80 psf
Span Length (ft-in.)
3'-0"
470
616
707
764
801
825
390
526
612
667
702
726
743
326
450
529
579
611
633
648
659
274
385
455
498
526
544
557
566
572
351
489
606
701
776
837
885
923
954
979
328
463
572
658
725
776
816
847
872
892
305
434
535
611
667
709
741
765
784
798
281
403
493
557
602
634
658
675
689
699
257
368
444
494
528
551
567
578
587
594
230
328
386
421
443
457
467
474
478
482
315
445
556
648
723
784
832
872
904
930
293
419
523
605
671
721
761
793
818
838
270
390
485
557
611
651
682
705
723
737
246
358
441
499
541
570
592
608
620
629
221
321
387
430
458
477
490
500
507
512
193
274
320
346
361
371
377
381
385
387
285
407
513
602
675
735
784
824
856
883
263
381
479
559
622
671
710
741
766
786
240
352
440
508
559
597
626
648
665
679
216
319
394
446
483
509
528
542
552
560
190
278
334
368
390
405
415
422
427
431
158
221
252
268
277
282
286
288
290
291
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
374
475
560
631
690
739
779
812
839
345
441
523
592
650
697
737
770
797
320
411
489
556
612
659
698
730
757
297
384
459
523
578
623
661
693
720
277
359
431
493
546
590
627
658
684
259
337
406
466
516
559
595
625
650
317
383
440
489
530
564
593
618
299
362
416
463
502
535
563
587
348
441
517
577
625
663
693
717
737
319
407
479
537
582
619
648
671
690
293
376
444
499
543
577
605
627
645
270
349
413
465
506
538
564
585
602
250
324
384
432
471
501
525
544
560
231
301
357
402
437
465
487
505
519
318
401
464
511
546
573
593
609
622
289
365
423
466
499
523
541
555
566
262
333
385
424
453
474
490
502
512
238
302
349
383
408
426
440
450
458
284
351
397
428
450
466
477
486
492
251
310
348
374
392
404
413
419
424
237
281
306
322
332
338
343
346
349
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

13
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB20
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
779
1015
1187
1309
1396
1459
687
914
1089
1221
1319
1393
1449
613
828
1002
1139
1245
1327
1391
1441
552
755
925
1063
1174
1263
1333
1389
1435
502
693
857
994
1108
1200
1276
1338
1388
1430
460
639
797
932
1046
1141
1221
1287
1341
1387
422
592
743
875
989
1086
1168
1237
1295
1344
552
696
824
937
1034
1117
1189
1250
1302
516
654
778
888
985
1070
1143
1206
1261
485
616
736
844
940
1025
1099
1164
1221
457
582
698
803
898
982
1057
1123
1181
430
552
663
766
859
942
1017
1084
1144
405
524
632
731
822
905
980
1047
1107
499
603
699
788
870
944
1012
1049
476
576
670
757
837
911
947
947
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
55
62
67
71
73
75
54
63
68
73
76
79
81
53
62
69
74
78
81
84
86
51
61
68
74
78
82
85
88
90
49
59
67
73
78
83
86
89
92
94
47
58
66
72
78
82
86
90
93
95
45
56
64
71
77
82
86
89
93
96
54
62
69
75
81
85
89
92
95
52
60
68
74
79
84
88
92
95
50
59
66
72
78
83
87
91
94
48
57
64
71
76
81
86
90
93
47
55
63
69
75
80
85
89
92
45
53
61
67
73
78
83
87
91
52
59
66
72
77
82
86
90
50
58
64
70
75
80
84
88
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
829
1080
1262
1392
1485
1552
731
973
1159
1299
1404
1482
1542
652
881
1066
1212
1324
1412
1480
1533
588
804
984
1131
1249
1343
1418
1478
1527
802
1047
1221
1343
1429
1491
704
940
1119
1250
1347
1418
1471
625
850
1027
1163
1267
1346
1407
1454
561
772
946
1084
1193
1278
1344
1397
1439
774
1013
1179
1293
1372
1428
677
907
1077
1199
1287
1351
1399
598
817
986
1113
1207
1278
1331
1372
534
740
906
1034
1132
1208
1266
1311
1347
534
737
912
1058
1178
1277
1357
1423
1477
1521
507
707
874
1012
1123
1212
1284
1341
1387
1425
480
675
835
963
1064
1142
1204
1253
1291
1323
489
680
847
991
1113
1214
1299
1369
1427
1476
463
650
811
947
1059
1151
1225
1286
1336
1377
436
619
773
899
1000
1081
1145
1197
1238
1271
449
630
791
931
1052
1155
1242
1316
1378
1430
424
601
756
888
1000
1093
1170
1234
1287
1331
398
570
718
841
942
1024
1090
1143
1187
1222
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
587
740
877
996
1100
1189
1265
1330
1385
549
696
828
945
1048
1138
1216
1283
1341
516
655
783
898
1000
1090
1169
1238
1298
486
619
742
854
955
1045
1125
1195
1257
457
587
706
815
913
1003
1082
1154
1217
431
557
672
778
875
963
1043
1114
1170
531
641
744
839
926
1005
1050
1050
506
613
713
805
891
947
947
947
558
706
835
946
1039
1118
1184
1239
1285
520
662
787
896
989
1069
1136
1193
1242
487
622
744
850
943
1023
1091
1149
1200
457
587
704
808
900
979
1048
1108
1159
431
555
668
770
860
939
1008
1068
1120
407
526
635
734
822
901
970
1030
1083
500
605
701
788
865
934
994
1048
476
577
671
756
832
900
947
947
528
669
789
889
971
1038
1093
1138
1175
490
626
742
840
922
989
1045
1091
1129
457
587
699
795
876
943
1000
1047
1086
428
552
661
754
834
901
957
1005
1044
402
520
625
717
795
861
917
965
1005
378
492
593
682
758
824
880
927
967
466
564
650
724
789
844
891
931
442
536
620
693
756
811
857
897
See page 2 for footnotes
14

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
747
978
1135
1241
1313
1363
649
872
1033
1146
1225
1282
1324
570
783
942
1059
1143
1205
1252
1286
506
707
863
980
1068
1133
1183
1221
1250
40 psf
719
942
1090
1187
1252
1296
621
837
987
1089
1160
1210
1246
543
747
896
1001
1076
1129
1168
1197
478
672
816
922
998
1053
1094
1125
1149
50 psf
690
905
1043
1131
1189
1228
593
799
938
1030
1092
1135
1166
514
710
846
939
1003
1048
1080
1104
450
634
766
858
922
967
1000
1024
1043
60 psf
661
867
994
1073
1123
1157
564
760
887
968
1021
1057
1082
485
670
793
873
927
963
989
1007
421
593
710
787
839
875
900
918
931
70 psf
632
827
942
1012
1056
1085
534
718
832
902
947
976
997
455
627
735
802
844
873
893
907
390
548
648
709
749
775
793
806
815
80 psf
Span Length (ft-in.)
3'-0"
602
785
889
949
987
1011
503
674
774
832
868
892
908
423
580
671
724
757
778
792
803
358
497
577
622
650
668
680
688
694
453
642
793
909
998
1066
1118
1158
1190
1215
425
607
746
850
926
983
1025
1057
1081
1101
397
569
695
784
847
891
924
948
966
980
368
528
637
709
758
791
814
831
844
854
336
480
569
623
658
681
696
707
715
721
302
423
489
525
547
560
569
575
580
583
409
586
731
846
935
1003
1057
1099
1132
1158
381
551
685
786
861
917
959
992
1017
1036
352
513
632
717
777
820
852
875
893
906
323
470
570
637
681
711
732
748
759
768
291
419
496
542
570
589
601
610
616
621
254
353
402
428
443
452
458
462
465
467
371
538
677
788
876
945
1000
1042
1076
1104
343
503
630
728
801
856
898
930
955
975
314
465
576
656
713
753
783
805
822
835
284
419
510
569
608
634
653
666
676
683
251
362
425
462
484
498
507
513
518
522
208
282
314
329
338
342
346
348
349
350
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
496
628
737
823
892
946
989
1024
1052
459
585
690
774
842
896
939
974
1002
426
547
647
729
796
849
892
926
954
396
512
609
688
753
805
847
881
909
370
481
573
650
713
763
804
838
865
347
452
541
615
675
724
764
797
823
426
511
582
640
687
726
757
783
402
484
551
607
652
689
720
744
461
582
675
746
799
840
872
896
915
424
538
627
695
746
785
816
839
858
391
499
583
647
696
734
762
785
803
361
463
542
603
649
684
711
732
749
334
430
505
561
604
637
661
681
696
310
400
469
522
561
591
613
631
645
372
436
484
519
546
566
581
594
345
404
446
478
501
519
532
543
422
525
600
652
690
717
738
753
765
383
479
547
595
629
654
672
686
696
349
436
498
540
570
592
608
619
628
317
396
450
487
513
531
544
554
561
287
357
404
434
455
470
480
488
494
259
319
357
381
397
408
416
422
426
373
453
505
538
560
575
586
594
600
331
399
441
468
485
497
505
511
516
290
346
378
398
410
419
425
429
432
248
290
312
325
333
339
342
345
347
203
229
242
249
253
256
258
259
260
307
356
382
397
406
412
416
419
421
251
282
298
306
312
315
317
319
320
186
201
208
212
213
215
216
216
217
106
109
110
111
111
111
111
112
112
203
218
224
227
229
230
231
232
232
107
110
111
111
111
111
112
112
112
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

15
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB19
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
933
1221
1421
1558
1653
1720
825
1105
1312
1463
1572
1651
1711
737
1004
1213
1372
1491
1582
1650
1703
665
918
1124
1287
1414
1512
1589
1649
1697
605
844
1045
1209
1340
1445
1528
1595
1649
1692
555
780
974
1137
1270
1380
1468
1541
1600
1648
512
724
911
1071
1205
1317
1410
1487
1551
1604
675
855
1011
1145
1259
1354
1435
1502
1559
632
804
956
1089
1203
1301
1384
1454
1515
594
759
906
1037
1151
1250
1335
1408
1471
560
718
861
989
1102
1201
1288
1363
1428
530
681
819
945
1057
1156
1243
1320
1387
502
647
781
903
1014
1112
1200
1278
1346
616
746
865
974
1072
1159
1238
1298
588
714
830
936
1033
1121
1195
1195
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
71
82
90
95
99
102
70
82
91
98
103
107
110
67
81
91
98
104
109
113
116
64
79
90
98
105
110
114
118
121
62
77
88
97
104
110
115
119
123
126
59
74
86
95
103
109
115
119
123
127
56
72
84
93
102
108
114
119
123
127
69
81
91
100
107
113
118
123
127
66
79
89
98
105
111
117
122
126
64
76
87
95
103
110
115
120
125
62
74
84
93
101
108
114
119
124
59
72
82
91
99
106
112
117
122
57
69
80
89
97
104
110
116
121
67
78
87
95
102
108
114
119
65
75
84
92
100
106
112
117
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
993
1299
1512
1657
1758
1830
877
1175
1396
1556
1672
1757
1820
784
1069
1291
1460
1587
1683
1756
1812
707
977
1196
1369
1504
1609
1691
1755
1806
961
1259
1461
1597
1690
1755
846
1136
1346
1495
1602
1678
1734
753
1030
1242
1399
1515
1601
1666
1715
676
939
1149
1310
1433
1527
1599
1654
1698
928
1218
1409
1535
1620
1679
814
1095
1294
1432
1528
1596
1646
721
990
1191
1336
1440
1516
1573
1615
645
901
1099
1247
1357
1440
1502
1549
1586
644
898
1112
1286
1426
1537
1626
1697
1754
1801
613
861
1066
1228
1356
1455
1533
1594
1643
1682
581
823
1017
1166
1280
1367
1433
1485
1525
1557
590
830
1036
1209
1352
1468
1562
1639
1702
1753
559
794
992
1153
1283
1387
1469
1535
1588
1631
528
756
944
1092
1208
1298
1368
1423
1466
1501
544
770
969
1139
1282
1402
1500
1582
1650
1706
514
735
926
1085
1216
1322
1408
1478
1535
1581
482
698
879
1025
1142
1233
1306
1363
1409
1446
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
718
909
1075
1218
1339
1441
1526
1598
1658
673
855
1017
1158
1280
1384
1472
1547
1611
632
807
964
1103
1225
1330
1420
1498
1565
596
764
916
1052
1173
1278
1370
1450
1519
563
724
872
1005
1124
1229
1322
1404
1475
534
688
831
961
1078
1183
1277
1359
1432
656
794
921
1036
1140
1233
1317
1324
626
759
883
996
1099
1192
1195
1195
684
867
1023
1153
1261
1350
1423
1483
1532
638
814
966
1096
1204
1294
1370
1432
1484
598
767
915
1042
1151
1242
1319
1384
1438
562
724
868
993
1101
1193
1271
1337
1393
530
686
825
947
1054
1146
1225
1292
1350
501
650
785
905
1010
1102
1181
1250
1309
618
749
866
970
1061
1140
1209
1269
589
716
830
932
1022
1101
1170
1195
647
821
964
1080
1173
1247
1307
1355
1394
602
769
909
1024
1117
1192
1253
1302
1343
563
723
859
971
1064
1140
1202
1252
1294
527
681
813
923
1015
1091
1153
1205
1247
495
643
770
879
969
1045
1107
1159
1202
467
608
732
837
927
1001
1064
1116
1159
577
696
799
887
960
1022
1074
1118
548
663
764
849
922
983
1035
1079
See page 2 for footnotes
16

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
896
1175
1355
1471
1548
1600
781
1053
1240
1366
1452
1512
1555
688
949
1136
1268
1361
1427
1475
1511
612
860
1045
1179
1276
1347
1399
1438
1468
40 psf
863
1131
1300
1405
1474
1520
748
1009
1183
1296
1372
1424
1461
656
905
1079
1196
1277
1333
1374
1403
580
817
987
1105
1189
1248
1290
1322
1346
50 psf
829
1086
1241
1337
1397
1438
715
963
1122
1223
1289
1333
1364
622
859
1017
1120
1188
1235
1268
1291
546
770
923
1025
1094
1142
1175
1200
1218
60 psf
795
1039
1181
1266
1319
1353
680
915
1059
1147
1202
1239
1265
587
810
950
1037
1094
1131
1157
1176
511
719
853
937
992
1029
1054
1072
1085
70 psf
760
989
1118
1192
1238
1267
645
864
991
1066
1112
1142
1162
551
756
877
949
994
1022
1042
1056
475
663
774
841
882
908
926
939
948
80 psf
Span Length (ft-in.)
3'-0"
724
938
1052
1116
1155
1179
608
809
918
980
1018
1041
1057
514
697
797
854
887
909
923
933
435
599
686
734
762
780
792
800
805
549
783
963
1098
1197
1271
1326
1368
1400
1426
517
740
905
1023
1107
1167
1211
1244
1269
1288
483
693
840
939
1007
1054
1087
1112
1130
1144
448
641
766
845
897
931
955
972
984
994
410
581
680
739
774
797
813
824
831
837
369
509
580
618
640
653
662
668
672
675
496
717
891
1024
1125
1200
1257
1301
1335
1362
463
674
833
948
1031
1092
1136
1170
1195
1215
430
627
766
861
926
971
1004
1027
1045
1059
394
572
687
759
806
837
859
874
885
894
355
507
592
641
670
689
701
710
716
721
310
423
476
503
517
526
532
536
538
540
451
659
827
958
1058
1134
1192
1237
1273
1301
418
616
768
880
961
1021
1065
1098
1124
1144
384
568
699
788
850
893
923
946
962
975
348
511
614
679
719
747
765
778
788
795
307
438
507
545
568
581
590
597
601
604
254
336
369
384
393
397
400
402
404
405
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
609
770
897
996
1072
1131
1177
1213
1242
564
718
842
939
1014
1073
1119
1156
1185
524
672
792
886
960
1018
1064
1101
1130
489
630
746
837
910
967
1012
1048
1077
457
592
703
792
862
918
963
998
1026
429
558
664
750
818
872
915
950
977
526
628
710
776
828
870
903
930
497
595
674
736
786
826
858
884
566
710
818
897
955
998
1030
1055
1075
521
658
761
836
892
934
965
989
1008
481
611
708
780
833
872
902
925
943
445
568
659
727
777
814
842
863
880
413
528
614
676
723
757
783
803
818
383
491
570
628
671
702
725
743
757
456
529
582
620
648
669
684
696
423
490
537
570
594
612
626
636
516
638
721
778
818
846
866
882
893
470
582
658
710
745
771
789
802
813
428
530
598
644
675
697
713
724
733
389
481
540
579
606
624
637
647
654
352
433
483
515
537
551
562
569
575
317
385
425
450
467
478
485
491
495
335
366
384
395
403
408
411
414
282
302
314
321
325
328
330
332
455
546
601
635
658
673
683
691
697
403
480
524
552
569
581
589
595
599
352
413
447
467
480
488
494
498
501
300
345
368
381
389
394
397
400
401
243
271
283
290
294
297
298
300
300
176
187
192
194
196
197
197
198
198
370
422
449
464
473
479
483
485
488
300
333
348
357
362
365
367
368
370
220
235
242
245
247
248
249
250
250
123
126
127
128
128
128
129
129
129
239
254
260
263
265
266
267
267
268
124
127
128
128
128
129
129
129
129
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

17
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB18
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
PNEUTEK SDK61
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
1074
1408
1632
1782
1883
1954
951
1278
1514
1680
1798
1883
1945
851
1165
1405
1582
1713
1810
1882
1938
769
1067
1305
1489
1629
1736
1818
1882
1932
700
983
1216
1403
1549
1664
1754
1825
1882
1927
642
909
1136
1322
1473
1594
1690
1768
1830
1881
592
845
1064
1249
1401
1526
1628
1711
1779
1835
789
1000
1181
1334
1461
1567
1655
1728
1788
739
942
1119
1271
1400
1509
1600
1677
1741
695
890
1062
1213
1342
1453
1547
1627
1695
655
842
1010
1158
1288
1400
1496
1578
1649
620
800
962
1108
1236
1349
1446
1531
1604
588
761
918
1061
1188
1300
1399
1485
1561
725
878
1017
1143
1254
1354
1441
1518
692
841
977
1100
1211
1310
1398
1447
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
88
104
114
122
127
131
86
103
116
124
131
136
140
82
101
115
125
132
138
143
147
79
99
113
124
133
139
145
150
154
75
96
111
123
132
139
146
151
155
159
71
92
108
120
130
138
145
151
156
160
68
89
105
118
128
137
144
150
156
160
86
102
115
126
135
143
149
155
160
82
99
112
123
133
141
148
154
159
79
96
109
121
130
138
146
152
158
76
93
106
118
128
136
144
150
156
74
90
103
115
125
134
141
148
154
71
87
101
112
122
131
139
146
152
84
98
109
120
129
137
144
150
82
95
107
117
126
134
141
148
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1143
1498
1736
1896
2004
2079
1012
1360
1610
1787
1913
2003
2069
905
1239
1494
1683
1822
1925
2002
2061
818
1136
1389
1584
1733
1847
1934
2002
2055
1106
1451
1677
1825
1924
1992
976
1314
1552
1716
1830
1911
1969
870
1195
1437
1612
1738
1830
1898
1949
782
1092
1333
1514
1649
1750
1826
1884
1930
1070
1403
1616
1753
1843
1904
939
1266
1490
1641
1744
1816
1867
833
1149
1376
1536
1649
1730
1789
1832
746
1047
1273
1439
1559
1647
1712
1761
1799
744
1046
1294
1492
1648
1770
1866
1942
2002
2050
709
1003
1240
1423
1564
1673
1756
1820
1871
1912
674
959
1181
1349
1474
1568
1638
1692
1734
1767
683
967
1209
1407
1567
1695
1798
1881
1947
2002
648
926
1156
1340
1485
1598
1687
1757
1813
1858
612
882
1099
1267
1395
1492
1567
1625
1670
1706
630
899
1132
1328
1491
1623
1732
1820
1892
1952
595
859
1081
1264
1410
1528
1621
1696
1756
1805
560
816
1026
1192
1321
1421
1499
1560
1608
1647
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
839
1064
1256
1419
1555
1667
1761
1838
1902
786
1002
1190
1352
1490
1605
1702
1784
1852
739
946
1130
1290
1428
1546
1646
1731
1803
697
896
1075
1232
1370
1489
1591
1679
1754
660
851
1024
1179
1315
1435
1539
1629
1707
626
809
977
1129
1264
1383
1488
1580
1660
771
934
1082
1216
1335
1440
1533
1603
737
894
1039
1170
1288
1394
1447
1447
799
1014
1194
1341
1461
1558
1636
1700
1752
747
954
1130
1276
1398
1497
1579
1646
1701
700
899
1071
1216
1338
1439
1523
1593
1651
659
850
1017
1161
1282
1385
1470
1542
1603
622
805
968
1109
1230
1333
1420
1493
1556
588
765
923
1061
1181
1284
1372
1446
1510
728
881
1016
1135
1237
1326
1401
1466
694
842
975
1092
1193
1282
1358
1424
757
960
1123
1253
1355
1435
1498
1549
1589
705
900
1060
1189
1292
1374
1439
1491
1534
659
847
1003
1130
1233
1316
1382
1436
1480
618
799
951
1076
1178
1261
1328
1383
1428
581
755
902
1025
1127
1209
1277
1333
1378
548
715
858
978
1078
1161
1228
1284
1330
678
817
935
1033
1115
1182
1238
1285
645
779
894
991
1071
1138
1194
1240
See page 2 for footnotes
18

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
1032
1353
1553
1678
1759
1813
902
1217
1426
1563
1655
1717
1762
797
1100
1312
1456
1556
1625
1675
1712
710
999
1209
1358
1463
1537
1592
1633
1663
40 psf
995
1302
1488
1601
1673
1721
865
1166
1359
1482
1562
1616
1654
759
1049
1243
1371
1457
1516
1558
1588
673
948
1140
1270
1359
1421
1465
1498
1522
50 psf
956
1249
1420
1521
1585
1626
826
1112
1288
1396
1465
1511
1542
721
995
1170
1281
1353
1401
1435
1459
634
894
1065
1175
1248
1298
1332
1357
1376
60 psf
917
1194
1349
1439
1494
1529
787
1055
1213
1306
1365
1403
1428
681
936
1091
1184
1243
1282
1308
1327
594
833
981
1072
1129
1166
1192
1211
1224
70 psf
876
1136
1276
1354
1401
1431
746
995
1133
1212
1260
1291
1311
640
873
1005
1081
1127
1156
1176
1190
552
766
888
958
1000
1027
1045
1058
1067
80 psf
Span Length (ft-in.)
3'-0"
876
1136
1276
1354
1401
1431
746
995
1133
1212
1260
1291
1311
640
873
1005
1081
1127
1156
1176
1190
552
766
888
958
1000
1027
1045
1058
1067
637
912
1118
1268
1376
1454
1512
1556
1589
1615
600
861
1048
1178
1268
1332
1378
1411
1437
1456
562
806
970
1078
1150
1199
1234
1259
1277
1291
522
744
882
967
1021
1056
1080
1098
1110
1119
478
672
780
842
879
902
917
928
936
942
478
672
780
842
879
902
917
928
936
942
576
836
1036
1185
1295
1376
1436
1482
1517
1545
539
786
966
1094
1184
1248
1294
1328
1354
1374
501
730
886
989
1059
1106
1139
1163
1181
1195
460
665
792
869
918
950
972
987
998
1007
414
586
679
730
760
779
791
800
806
810
414
586
679
730
760
779
791
800
806
810
524
770
964
1110
1220
1302
1364
1411
1448
1477
487
720
893
1017
1105
1168
1214
1249
1275
1295
449
663
809
907
972
1017
1048
1071
1088
1101
407
594
708
776
819
847
865
879
888
895
358
506
580
620
642
656
665
672
676
679
358
506
580
620
642
656
665
672
676
679
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
712
898
1042
1151
1233
1296
1344
1382
1411
661
839
979
1086
1168
1231
1280
1318
1348
615
786
922
1027
1108
1170
1218
1256
1286
574
738
869
971
1050
1112
1160
1197
1227
537
695
821
920
997
1057
1103
1141
1170
504
655
776
871
946
1004
1050
1086
1115
618
734
826
898
954
998
1033
1061
584
695
783
852
906
949
982
1009
662
827
946
1032
1093
1138
1172
1198
1218
610
767
881
963
1022
1066
1099
1123
1142
564
712
820
898
955
996
1027
1051
1069
522
662
764
838
891
929
958
980
997
485
616
711
780
829
864
891
911
927
450
573
661
724
769
801
825
843
857
532
613
670
710
739
760
776
789
493
566
617
652
677
696
709
720
603
739
830
890
932
961
981
997
1009
549
675
757
812
849
875
893
907
918
500
614
688
736
768
791
807
819
827
454
556
620
662
689
707
721
730
738
411
500
554
587
609
624
635
642
648
369
443
486
512
529
540
548
553
557
385
417
435
447
454
459
463
466
322
343
355
362
366
369
371
373
529
628
687
722
745
760
771
779
785
468
551
598
626
644
656
664
670
674
408
474
509
530
542
550
556
560
563
346
394
417
430
438
443
447
449
451
279
307
320
327
331
333
335
336
337
200
211
216
218
220
221
221
222
222
104
104
105
105
105
105
105
105
426
481
509
524
533
539
543
545
548
343
378
394
402
407
410
412
414
415
250
266
272
276
277
279
279
280
280
139
142
143
143
144
144
144
144
144
426
481
509
524
533
539
543
545
548
343
378
394
402
407
410
412
414
415
250
266
272
276
277
279
279
280
280
139
142
143
143
144
144
144
144
144
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

19
PNEUTEK SDK61
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
DIAPHRAGM TABLES
1.5PLB with Pneutek SDK63
1.5PLB22
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
498
628
712
766
802
827
445
576
667
729
771
802
823
400
529
624
691
740
775
801
821
363
488
584
655
708
748
778
801
818
332
452
547
621
677
720
754
780
800
816
305
420
514
588
647
694
730
759
781
800
280
391
483
558
619
667
706
737
762
783
366
455
530
592
642
683
716
743
765
344
430
504
566
617
660
695
724
748
324
408
480
542
594
638
674
705
730
306
387
458
519
572
616
654
686
713
290
368
437
498
551
596
635
668
696
274
351
418
478
531
576
616
649
679
335
400
459
512
557
597
632
662
320
384
442
494
539
580
615
646
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
8
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
11
11
12
12
11
12
12
12
12
13
13
13
13
12
12
13
13
13
14
14
14
14
14
12
13
14
14
14
15
15
15
15
15
13
14
14
15
15
16
16
16
16
16
14
15
16
16
16
17
17
17
17
15
16
16
17
17
18
18
18
18
15
16
17
18
18
18
19
19
19
15
17
17
18
19
19
19
20
20
15
17
18
19
19
20
20
21
21
16
17
18
19
20
20
21
21
22
17
19
20
20
21
21
22
22
18
19
20
21
21
22
22
23
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
529
668
758
815
853
880
473
613
709
775
821
853
876
426
563
663
735
787
824
852
873
386
519
621
697
753
795
827
852
871
500
631
712
763
795
817
443
575
663
720
759
785
804
396
526
617
679
723
753
775
792
357
483
575
641
688
722
747
765
780
470
592
664
708
735
753
413
536
613
662
693
715
730
366
487
567
619
653
677
694
706
327
444
524
579
616
641
660
673
684
353
480
582
660
720
766
802
829
851
869
324
445
537
605
654
691
718
739
755
768
294
406
486
541
580
607
627
641
652
661
325
446
546
626
689
738
776
807
831
851
296
411
502
571
623
661
691
714
731
745
266
373
452
507
546
575
595
610
622
631
298
416
514
594
658
710
751
784
811
833
271
382
471
540
593
633
665
689
708
723
241
344
420
476
515
544
565
581
593
602
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
390
485
564
629
683
726
762
791
814
366
458
536
602
657
702
739
770
796
345
434
511
577
632
678
717
750
777
326
411
487
552
608
656
696
730
759
308
391
465
530
586
634
675
710
740
291
373
445
509
564
613
655
691
722
356
426
489
544
593
635
672
704
340
409
470
525
574
617
654
687
356
442
511
565
606
639
665
685
701
332
416
484
538
581
615
641
663
680
312
393
460
514
557
591
619
641
659
293
372
437
491
534
569
597
620
639
276
352
416
469
513
548
577
600
620
261
334
397
449
492
528
557
581
601
318
379
431
473
509
538
563
583
303
362
413
455
491
520
545
565
318
392
446
486
515
536
552
564
574
295
366
419
458
487
508
524
537
547
274
343
395
433
461
482
498
510
520
256
322
372
409
436
457
472
485
494
239
302
350
386
413
433
448
460
469
224
284
330
364
390
409
424
435
444
268
311
344
369
387
401
412
420
252
294
325
348
365
378
389
397
See page 2 for footnotes
20

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
438
551
614
650
673
687
382
494
560
600
625
641
652
335
444
512
553
579
597
609
617
295
401
468
509
536
554
567
576
582
40 psf
406
508
561
590
608
619
349
449
503
534
552
564
572
302
397
450
481
499
511
519
525
262
352
402
431
449
460
467
473
477
50 psf
373
462
505
528
541
549
315
399
441
463
476
484
489
266
344
382
402
413
420
425
428
225
294
326
343
352
358
362
364
366
234
329
391
431
458
475
488
497
503
508
199
275
316
339
353
362
368
372
375
377
156
201
219
227
232
234
236
237
238
238
210
299
358
396
421
438
450
459
465
469
174
241
277
296
307
314
319
322
324
326
124
153
164
168
170
171
172
173
173
173
60 psf
338
413
446
462
472
477
277
344
373
388
396
401
404
225
281
304
315
321
325
327
328
179
221
236
243
247
249
250
251
252
262
363
428
469
496
514
527
536
542
547
228
311
358
384
400
410
417
422
425
428
189
247
272
285
292
296
299
301
302
303
134
159
167
170
171
172
173
173
174
174
70 psf
300
359
383
394
400
404
235
282
300
308
312
314
316
176
207
217
221
223
225
225
226
116
128
132
133
134
134
134
134
134
80 psf
Span Length (ft-in.)
3'-0"
258
301
316
323
327
329
185
211
219
223
224
225
226
109
118
120
120
121
121
121
121
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
273
328
364
387
403
414
421
427
432
248
300
332
354
368
378
385
390
394
226
273
303
322
334
343
349
354
357
206
248
274
290
301
308
314
317
320
186
223
245
259
268
274
278
281
283
168
199
217
228
235
239
242
245
246
174
188
196
201
204
206
208
209
148
158
163
166
168
170
171
171
209
238
253
261
267
270
272
274
275
177
199
209
215
219
221
222
223
224
144
158
164
168
170
171
172
172
173
108
115
117
119
120
120
120
121
121
101
105
106
107
107
108
108
108
108
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

21
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB20
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
615
775
868
923
958
980
553
718
822
887
929
958
978
500
666
777
850
899
934
958
976
456
618
733
813
869
908
937
958
974
418
576
693
777
838
882
915
939
958
973
385
538
655
743
808
856
892
920
941
958
357
503
620
710
778
830
869
900
924
943
473
588
678
749
804
846
880
906
927
445
558
649
721
778
823
859
888
911
420
530
621
694
753
801
839
870
895
398
505
595
669
729
779
819
851
878
378
482
570
645
706
757
799
833
861
359
460
547
621
684
736
779
815
845
440
526
600
662
715
759
797
828
422
506
579
642
695
740
779
812
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
13
13
14
14
14
14
14
15
16
16
16
16
16
16
17
17
18
18
18
18
18
17
18
19
19
20
20
20
20
20
17
19
20
21
21
21
22
22
22
22
18
20
21
22
22
23
23
24
24
24
18
21
22
23
24
24
25
25
25
26
21
23
24
25
26
26
26
27
27
22
24
25
26
27
27
28
28
28
22
24
26
27
28
28
29
29
30
22
25
26
28
29
29
30
30
31
23
25
27
28
29
30
31
32
32
23
25
27
29
30
31
32
32
33
26
28
29
31
32
33
33
34
26
28
30
31
32
33
34
35
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
655
825
923
982
1019
1043
588
764
874
943
989
1019
1040
532
708
826
904
957
993
1019
1038
485
658
780
865
924
966
997
1019
1036
620
778
866
917
948
968
553
717
815
874
912
937
954
498
662
766
833
876
905
925
940
450
612
721
792
840
873
896
913
926
584
730
807
850
876
892
517
668
753
802
832
852
865
462
612
702
756
790
812
827
838
415
563
655
712
749
774
790
803
811
444
613
737
827
892
939
973
999
1019
1035
410
568
678
754
805
842
868
887
902
913
375
519
612
671
710
736
755
768
777
785
410
572
697
790
859
911
949
979
1001
1019
376
528
639
717
772
811
840
861
877
890
341
479
572
633
673
701
720
734
744
752
380
536
659
755
828
883
925
957
983
1003
346
493
603
682
740
782
812
835
853
867
311
444
536
597
638
666
686
701
712
720
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
503
625
722
797
855
900
936
964
986
474
593
690
767
828
876
914
945
969
447
564
660
739
802
852
892
925
952
423
537
633
712
776
828
871
906
934
402
512
607
686
751
805
850
886
916
382
489
582
661
727
783
828
867
899
468
559
638
704
761
808
848
881
449
538
616
683
739
788
829
863
461
569
650
709
753
786
810
829
844
432
539
620
680
725
760
786
806
822
407
511
591
652
699
734
762
783
800
383
485
565
626
674
710
739
761
779
362
461
540
602
650
687
716
739
758
343
439
517
578
627
665
695
718
738
419
495
556
605
643
674
698
718
400
475
535
584
622
653
678
698
413
502
563
605
633
654
669
680
689
385
472
532
573
602
623
638
649
658
359
444
502
543
572
593
608
619
628
336
418
475
515
543
563
578
590
598
315
394
449
488
515
535
550
561
569
296
371
425
462
489
508
522
533
541
350
401
437
463
481
495
505
513
331
380
414
438
456
468
478
486
See page 2 for footnotes
22

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
546
679
745
780
801
814
480
615
686
726
749
764
774
424
558
632
674
699
715
726
733
377
508
582
625
651
667
679
687
692
40 psf
508
625
680
708
724
734
441
558
615
645
662
673
680
384
498
555
585
602
613
620
625
337
445
499
528
544
555
562
566
570
50 psf
467
568
612
634
646
653
399
496
539
560
572
579
584
340
431
470
490
500
507
511
514
291
371
405
421
430
436
439
441
443
60 psf
353
428
458
471
479
483
486
290
354
377
388
393
397
399
400
234
282
298
305
308
310
312
313
313
303
422
493
535
561
578
589
597
603
607
260
352
397
420
434
442
447
451
454
456
206
259
278
287
291
294
296
297
298
298
120
132
134
135
136
136
136
137
137
137
273
386
454
494
519
535
546
554
559
563
229
311
349
369
380
387
391
394
396
398
167
202
214
219
221
223
224
224
225
225
424
508
541
557
565
570
337
463
536
578
605
622
633
641
647
652
296
396
447
473
488
498
504
508
511
514
246
314
341
354
361
365
367
369
370
371
180
209
218
221
223
224
224
225
225
225
70 psf
378
443
466
477
483
486
301
353
370
378
382
384
386
229
264
275
279
281
283
284
284
158
174
178
179
180
181
181
181
181
80 psf
Span Length (ft-in.)
3'-0"
327
374
389
395
398
400
240
269
277
281
282
283
284
151
162
164
165
166
166
166
166
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
354
417
455
478
494
504
511
516
520
324
383
418
439
453
463
469
474
477
296
350
382
401
414
422
428
432
435
270
319
347
364
374
381
386
390
393
246
289
312
327
335
341
345
348
350
222
258
278
289
296
301
304
306
308
228
243
252
257
260
263
264
266
196
207
213
217
219
221
222
223
271
303
318
327
332
335
337
339
340
232
256
267
273
277
279
280
282
282
192
208
215
219
221
222
223
224
224
149
158
161
163
164
165
165
166
166
101
104
105
106
106
107
107
107
107
142
147
149
150
151
151
151
151
151
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

23
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB19
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
720
902
1000
1056
1089
1110
651
842
954
1021
1062
1090
1108
591
786
908
984
1034
1067
1090
1107
540
734
863
948
1004
1043
1070
1090
1105
496
686
820
911
974
1018
1050
1073
1091
1104
458
643
779
875
943
992
1028
1055
1075
1091
425
604
740
840
913
967
1006
1036
1059
1077
569
704
807
883
940
984
1017
1042
1062
537
671
775
854
915
961
997
1025
1047
508
640
744
826
889
938
977
1007
1032
482
611
715
798
864
916
957
989
1016
458
584
688
772
840
893
937
971
1000
436
559
662
747
816
871
917
953
983
536
638
723
793
850
897
935
967
514
615
700
770
829
877
917
951
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
18
19
20
20
20
21
20
22
22
23
23
23
24
22
24
25
25
26
26
26
26
23
25
27
28
28
28
29
29
29
24
27
28
29
30
31
31
31
32
32
25
28
30
31
32
33
33
34
34
34
25
29
31
33
34
35
35
36
36
37
30
32
34
35
36
37
38
38
39
30
33
35
37
38
39
39
40
41
31
34
36
38
39
40
41
42
42
31
34
37
39
40
42
43
43
44
31
35
38
40
41
43
44
45
45
31
35
38
41
42
44
45
46
47
35
39
41
43
45
46
47
48
35
39
42
44
46
47
48
49
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
766
960
1064
1123
1158
1181
692
896
1015
1086
1130
1159
1179
629
836
966
1047
1100
1135
1160
1177
574
781
918
1008
1068
1110
1139
1160
1176
725
904
996
1046
1076
1095
651
840
944
1003
1040
1063
1079
588
780
893
961
1003
1031
1050
1063
534
725
844
919
967
998
1020
1036
1048
683
846
926
968
992
1007
609
780
868
917
946
964
976
546
719
814
868
901
922
936
946
493
665
764
822
858
881
896
907
915
527
730
872
969
1036
1083
1117
1142
1160
1175
488
676
799
878
931
966
991
1009
1022
1033
447
615
716
777
816
841
858
870
879
885
487
684
829
931
1004
1056
1094
1122
1144
1161
448
631
756
840
896
935
962
982
997
1009
407
571
673
735
775
802
820
833
842
849
452
643
788
894
971
1028
1070
1102
1127
1146
413
591
716
803
862
904
934
956
972
985
373
531
632
696
737
764
783
797
807
814
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
605
749
858
940
1001
1046
1082
1109
1130
571
714
824
909
973
1022
1060
1090
1114
541
681
792
879
946
998
1039
1072
1097
513
650
761
849
919
974
1018
1053
1081
487
621
732
821
893
950
996
1033
1063
464
595
704
795
868
927
975
1014
1046
570
679
769
843
904
954
995
1029
547
654
744
819
882
933
976
1011
554
679
768
830
874
906
929
947
961
522
645
734
798
844
878
904
923
938
492
613
703
768
816
852
878
899
915
465
584
674
740
789
826
854
875
892
440
557
646
713
763
801
830
852
870
417
532
620
687
738
777
807
830
848
508
595
663
714
753
784
808
827
486
572
639
691
731
762
786
806
495
595
658
700
728
747
761
772
779
462
560
623
665
693
713
727
737
745
433
528
590
631
659
679
693
704
712
406
498
559
599
627
646
660
671
679
381
470
529
568
595
615
628
638
646
359
444
501
539
565
584
597
607
614
419
474
510
536
553
566
575
583
396
448
483
507
524
536
545
551
See page 2 for footnotes
24

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
640
785
852
886
906
918
565
716
789
827
849
863
871
502
653
729
770
794
809
819
825
448
597
674
716
741
757
767
774
779
40 psf
594
721
776
803
817
826
518
647
704
733
749
758
764
454
580
637
666
682
691
698
702
400
519
574
601
617
626
632
636
639
50 psf
546
653
696
716
727
734
468
572
614
634
645
651
655
401
498
537
555
564
570
574
576
343
429
462
477
485
490
493
495
496
60 psf
412
491
519
532
538
542
544
340
405
427
437
442
445
447
448
274
322
337
343
346
348
349
350
350
363
500
574
616
641
657
667
674
679
683
311
412
457
479
492
499
504
507
509
511
243
298
316
324
328
330
331
332
333
334
138
148
151
152
152
152
152
153
153
153
328
458
530
570
593
608
618
625
630
634
274
363
402
420
430
436
440
443
445
446
196
231
242
246
248
250
250
251
251
251
494
581
613
628
635
640
402
546
622
665
690
706
716
724
729
733
352
463
514
539
554
562
568
571
574
576
292
363
389
400
406
410
412
414
415
415
209
237
245
248
250
251
251
251
252
252
70 psf
439
505
527
537
542
544
349
402
418
425
428
430
432
266
300
310
313
315
316
317
318
181
196
199
201
201
202
202
202
202
80 psf
Span Length (ft-in.)
3'-0"
378
424
438
443
446
448
276
304
312
315
316
317
318
172
182
184
185
185
186
186
186
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
420
487
525
547
562
571
577
582
585
385
447
482
503
515
524
530
534
537
352
409
440
459
470
478
483
486
489
321
372
400
415
425
432
436
439
441
292
336
359
372
380
386
389
392
394
263
300
319
329
336
340
342
344
346
263
278
286
290
293
295
297
298
226
236
241
245
247
248
249
250
316
347
362
369
374
377
379
380
381
269
292
303
308
311
313
314
315
316
221
236
243
246
248
249
250
250
251
170
178
181
183
184
185
185
185
185
114
117
118
119
119
119
119
119
119
161
165
167
168
168
169
169
169
169
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

25
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB18
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
813
1013
1114
1169
1202
1222
737
950
1068
1135
1176
1203
1220
672
891
1021
1100
1149
1181
1203
1219
615
835
975
1063
1120
1158
1185
1204
1218
566
784
930
1026
1090
1134
1165
1187
1204
1217
524
737
887
989
1060
1109
1144
1170
1190
1204
487
694
846
953
1029
1083
1123
1152
1174
1191
655
807
919
999
1057
1101
1133
1158
1177
620
771
885
969
1031
1078
1114
1141
1163
587
737
852
940
1006
1056
1094
1124
1148
558
705
821
911
980
1033
1074
1107
1133
531
676
792
883
955
1011
1054
1089
1117
506
648
764
856
930
988
1034
1071
1101
622
737
831
906
966
1014
1053
1085
598
712
806
882
944
995
1035
1069
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
25
26
27
27
28
28
27
29
30
31
31
32
32
29
32
33
34
35
35
35
36
30
34
36
37
38
38
39
39
39
31
36
38
39
40
41
42
42
43
43
32
37
40
42
43
44
45
45
46
46
32
38
41
44
45
46
47
48
48
49
39
43
45
47
48
50
50
51
52
40
44
47
49
50
52
53
53
54
40
45
48
50
52
54
55
56
56
40
45
49
52
54
55
57
58
58
40
46
50
53
55
57
58
59
60
40
46
50
54
56
58
60
61
62
46
51
54
57
59
61
62
64
47
51
55
58
60
62
64
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
865
1077
1185
1244
1278
1300
784
1011
1136
1208
1251
1279
1298
715
948
1086
1170
1222
1256
1280
1297
654
889
1037
1131
1191
1232
1260
1281
1296
819
1014
1108
1157
1186
1204
739
946
1054
1114
1149
1172
1186
669
883
1002
1070
1112
1139
1157
1169
610
824
951
1027
1075
1105
1127
1141
1152
771
947
1027
1069
1092
1106
691
877
968
1016
1044
1061
1072
622
812
911
965
996
1016
1030
1039
562
753
857
915
950
973
987
998
1005
602
834
989
1092
1160
1206
1239
1263
1281
1295
558
771
903
985
1038
1073
1096
1114
1126
1136
511
700
806
868
906
930
946
957
965
972
557
784
944
1053
1127
1180
1217
1245
1265
1281
513
722
858
945
1002
1040
1067
1086
1100
1111
467
651
759
823
863
888
905
918
926
933
518
739
900
1014
1095
1153
1194
1226
1249
1267
474
678
815
906
967
1008
1037
1058
1074
1086
428
607
715
780
821
848
866
879
888
895
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
697
859
977
1063
1125
1171
1206
1232
1253
659
820
941
1031
1097
1147
1185
1214
1237
625
784
907
1000
1070
1123
1164
1196
1221
593
750
874
969
1043
1099
1143
1178
1205
565
719
842
940
1016
1075
1122
1159
1188
538
689
813
911
989
1051
1100
1140
1172
662
784
884
964
1028
1079
1121
1154
636
757
857
939
1005
1058
1102
1137
638
775
869
932
977
1008
1031
1048
1061
601
738
834
900
946
979
1004
1023
1037
568
704
800
868
916
952
978
997
1012
537
671
768
838
888
924
952
973
989
510
641
738
809
860
898
926
948
965
484
613
710
781
833
872
902
924
942
587
683
754
807
847
878
901
919
563
658
729
783
823
854
878
897
567
674
740
781
809
827
840
850
857
531
636
701
743
771
790
803
813
820
498
600
665
706
734
753
766
776
784
467
567
630
671
698
717
730
740
747
440
536
597
637
664
682
695
705
712
414
507
566
604
630
648
660
670
677
479
536
573
597
614
626
635
642
453
507
542
565
581
593
601
608
See page 2 for footnotes
26

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
721
877
944
977
996
1007
640
803
877
914
935
948
956
571
735
813
853
876
890
899
905
512
674
753
795
819
833
843
849
854
40 psf
669
804
858
884
898
906
587
723
780
808
823
832
838
516
650
707
735
750
759
765
769
455
583
638
664
679
688
693
697
700
50 psf
614
726
768
788
798
804
529
638
679
698
708
714
717
455
555
593
610
619
625
628
630
390
478
510
525
532
537
539
541
542
60 psf
464
545
572
583
590
593
595
383
449
470
479
484
487
488
489
308
356
370
376
379
380
381
382
383
416
567
644
685
709
724
734
740
745
749
356
463
508
529
541
548
552
555
557
559
276
331
348
355
359
361
362
363
364
364
153
163
165
166
166
166
166
167
167
167
377
520
594
634
657
671
681
687
692
695
314
408
446
464
473
479
482
485
487
488
221
256
266
270
272
273
274
274
274
275
555
644
675
689
696
700
460
618
697
739
763
778
788
795
799
803
402
521
572
596
609
617
622
626
628
630
331
404
429
440
446
449
451
452
453
454
234
261
269
272
273
274
274
275
275
275
70 psf
491
558
579
588
593
595
391
444
459
466
469
471
472
297
330
339
343
345
346
346
347
201
215
218
219
220
220
221
221
221
80 psf
Span Length (ft-in.)
3'-0"
422
467
480
485
488
490
307
334
341
344
346
346
347
190
199
201
202
202
203
203
203
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
478
547
585
606
620
628
634
639
642
438
502
537
557
569
577
582
586
589
401
459
490
508
518
525
530
534
536
365
417
444
459
469
475
479
481
484
331
376
399
411
419
424
427
429
431
298
335
353
363
369
373
375
377
379
293
307
315
319
322
324
325
326
251
260
265
268
270
271
272
273
354
385
399
406
410
413
414
416
417
301
323
333
338
341
343
344
345
345
246
261
267
270
271
273
273
274
274
188
196
199
200
201
202
202
202
202
126
128
129
130
130
130
130
130
130
177
181
183
184
184
184
184
185
185
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

27
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB22
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
663
848
996
1111
1200
1269
582
756
901
1020
1116
1192
1254
517
680
820
938
1037
1119
1187
1242
465
616
750
866
966
1050
1122
1182
1233
421
562
690
802
901
987
1061
1124
1178
1225
381
517
637
746
843
928
1003
1069
1126
1175
348
478
592
696
790
875
950
1017
1075
1127
444
552
652
743
826
901
968
1028
1081
413
517
612
701
782
856
922
983
1037
384
485
577
662
741
814
880
940
995
359
458
545
627
704
775
841
901
956
337
433
517
596
670
740
804
864
919
319
409
491
567
639
707
770
829
875
388
467
541
610
676
738
785
785
369
446
516
584
648
709
709
709
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
40
44
47
49
50
52
40
45
48
51
53
55
56
40
45
49
52
55
57
58
60
39
45
49
53
56
58
60
62
63
38
44
49
53
56
59
61
63
65
66
37
43
48
52
56
59
61
64
66
67
36
42
47
52
56
59
62
64
66
68
41
46
51
55
58
61
64
66
68
40
45
50
54
58
61
64
66
68
38
44
49
53
57
60
63
66
68
37
43
48
52
56
59
62
65
68
36
42
47
51
55
58
62
64
67
35
41
45
50
54
57
61
64
66
39
44
49
53
56
60
63
65
38
43
48
52
55
59
62
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
706
903
1059
1182
1277
1350
619
804
959
1085
1187
1269
1334
550
723
872
998
1104
1191
1262
1322
495
655
798
921
1027
1117
1193
1257
1311
685
880
1033
1151
1241
1310
599
782
933
1054
1151
1228
1289
530
701
847
968
1069
1150
1217
1272
475
634
773
892
993
1078
1149
1208
1257
665
857
1006
1119
1204
1269
579
759
906
1023
1114
1186
1243
510
679
821
937
1032
1109
1170
1220
454
611
747
862
958
1037
1102
1155
1200
448
598
734
854
959
1050
1128
1196
1253
1303
429
577
709
825
926
1012
1085
1147
1199
1244
409
555
684
796
891
971
1038
1094
1141
1181
405
550
678
794
897
988
1067
1137
1197
1250
387
529
654
766
865
951
1025
1089
1144
1191
368
507
629
737
831
911
979
1037
1086
1128
370
508
629
740
841
931
1011
1082
1144
1199
352
487
606
714
810
895
969
1035
1091
1141
333
466
582
686
777
856
924
983
1034
1077
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
472
587
693
791
879
958
1030
1093
1150
439
550
651
745
832
910
981
1045
1103
409
516
614
704
788
866
936
1000
1059
382
487
580
667
749
825
894
958
1017
359
460
549
634
713
787
855
919
977
339
436
522
603
680
752
819
875
875
413
497
575
649
719
785
785
785
392
474
549
621
690
709
709
709
451
564
667
761
844
918
984
1042
1093
420
527
626
716
798
871
937
995
1047
390
494
589
676
756
828
893
952
1004
364
465
555
640
717
788
853
911
963
341
438
525
607
682
751
815
873
925
321
415
498
576
650
717
780
837
875
393
473
549
620
686
747
785
785
374
451
524
592
657
709
709
709
430
540
640
728
806
874
933
985
1029
399
503
599
685
761
828
887
939
984
371
471
562
645
720
786
844
896
942
346
442
529
609
682
747
805
856
902
323
416
500
577
647
711
768
819
865
303
392
473
547
616
678
734
784
829
371
448
520
586
647
702
752
785
352
426
495
560
618
672
709
709
See page 2 for footnotes
28

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
645
834
978
1086
1167
1227
559
736
878
990
1076
1143
1195
490
656
794
905
994
1065
1121
1166
434
589
721
830
920
993
1052
1100
1139
40 psf
625
810
949
1052
1128
1184
538
713
850
956
1036
1098
1146
470
633
765
871
954
1019
1070
1110
414
566
693
797
880
946
999
1042
1076
50 psf
604
786
920
1017
1088
1140
518
689
821
920
995
1051
1094
449
609
736
835
912
970
1016
1051
393
542
664
761
837
896
943
980
1009
60 psf
584
761
889
981
1047
1094
497
664
790
883
952
1003
1041
428
584
705
797
867
919
959
989
373
517
633
722
791
843
883
914
939
70 psf
563
736
858
944
1004
1047
476
638
758
844
907
952
986
408
558
673
757
819
865
899
925
352
492
600
681
740
785
819
844
864
80 psf
Span Length (ft-in.)
3'-0"
542
710
826
905
960
999
455
612
725
804
859
899
928
386
532
638
714
768
808
836
858
330
464
564
635
686
723
750
770
786
388
533
658
765
854
927
988
1038
1080
1114
368
510
631
731
813
880
934
978
1014
1043
348
486
602
695
770
829
876
913
943
968
327
461
570
656
722
773
813
844
868
888
306
435
536
613
669
712
744
768
787
802
284
407
498
564
611
644
669
687
701
712
350
485
604
707
794
868
929
980
1023
1059
330
462
577
674
754
820
875
919
956
986
309
438
548
638
710
768
815
852
882
906
289
414
516
597
661
710
748
778
802
821
268
387
481
552
605
644
674
697
714
728
246
358
440
499
540
570
591
607
619
628
315
444
557
655
741
813
875
927
971
1008
296
421
530
623
701
766
820
864
901
932
277
398
501
586
656
712
758
794
824
848
256
373
469
545
605
651
688
716
739
757
235
346
432
497
545
581
607
628
644
656
213
315
388
438
473
498
516
529
538
546
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
408
515
610
693
764
825
877
921
959
377
479
570
650
719
779
831
875
913
350
446
533
611
678
737
788
832
870
326
417
501
575
641
699
749
792
830
304
392
471
543
607
663
712
755
792
285
368
445
514
575
630
678
720
757
347
420
487
546
599
646
687
723
328
398
462
520
571
616
656
692
386
489
578
653
716
769
813
850
881
355
452
537
610
671
723
766
803
833
328
420
501
571
630
680
722
758
788
303
391
468
535
592
641
682
716
745
282
365
439
503
557
604
643
677
705
262
342
412
473
525
570
607
639
666
362
459
541
608
662
705
741
770
793
331
423
500
563
615
657
691
718
741
304
390
463
523
572
611
643
670
691
280
361
429
486
532
569
599
623
643
337
427
498
554
597
631
657
678
695
306
389
455
507
547
577
602
621
636
309
388
446
489
520
544
561
575
585
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

29
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB20
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
819
1063
1245
1378
1476
1547
721
955
1139
1280
1389
1471
1535
643
863
1044
1190
1305
1396
1468
1525
579
785
961
1107
1226
1323
1402
1465
1517
526
719
888
1032
1153
1254
1337
1406
1463
1511
481
663
824
965
1086
1189
1276
1348
1410
1462
440
614
768
905
1025
1128
1217
1293
1357
1413
571
718
851
968
1071
1161
1239
1307
1365
534
674
802
917
1019
1109
1188
1258
1318
501
635
758
870
970
1060
1140
1211
1273
471
599
718
826
925
1015
1095
1166
1230
442
568
681
787
884
972
1052
1124
1188
417
539
648
751
845
932
1011
1083
1148
513
618
717
810
895
973
1045
1050
489
591
687
776
860
937
947
947
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
55
62
67
71
73
75
54
63
68
73
76
79
81
53
62
69
74
78
81
84
86
51
61
68
74
78
82
85
88
90
49
59
67
73
78
83
86
89
92
94
47
58
66
72
78
82
86
90
93
95
45
56
64
71
77
82
86
89
93
96
54
62
69
75
81
85
89
92
95
52
60
68
74
79
84
88
92
95
50
59
66
72
78
83
87
91
94
48
57
64
71
76
81
86
90
93
47
55
63
69
75
80
85
89
92
45
53
61
67
73
78
83
87
91
52
59
66
72
77
82
86
90
50
58
64
70
75
80
84
88
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
871
1131
1325
1466
1570
1646
767
1016
1211
1362
1477
1565
1633
684
918
1111
1266
1388
1485
1562
1623
616
835
1023
1178
1305
1408
1491
1559
1614
848
1104
1291
1426
1524
1596
744
989
1178
1322
1431
1513
1576
661
892
1079
1227
1342
1432
1503
1558
593
810
991
1140
1260
1355
1432
1494
1543
825
1076
1257
1386
1478
1544
721
961
1145
1282
1383
1459
1517
638
865
1046
1186
1295
1378
1442
1492
570
783
959
1100
1212
1300
1370
1425
1469
559
765
945
1098
1227
1334
1423
1496
1557
1607
537
740
915
1062
1183
1283
1364
1430
1485
1529
514
714
883
1023
1137
1228
1301
1360
1408
1448
512
705
877
1027
1156
1265
1357
1435
1500
1555
489
680
848
992
1113
1215
1299
1369
1427
1476
467
654
817
954
1067
1160
1237
1299
1350
1392
468
653
817
963
1090
1200
1294
1375
1444
1503
447
628
788
928
1049
1151
1238
1311
1372
1424
426
603
758
892
1004
1098
1176
1240
1294
1339
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
608
764
905
1030
1140
1235
1318
1390
1452
568
717
853
975
1084
1180
1264
1338
1403
533
675
806
925
1032
1128
1213
1288
1355
501
638
764
879
984
1079
1165
1241
1308
470
604
725
837
940
1034
1119
1195
1264
443
573
690
799
899
992
1076
1152
1170
545
658
763
861
952
1035
1050
1050
520
628
730
826
915
947
947
947
583
736
872
990
1092
1180
1255
1319
1373
544
690
821
937
1038
1126
1202
1268
1324
509
648
774
888
988
1076
1152
1219
1277
478
611
733
843
941
1029
1106
1173
1232
450
577
695
802
898
985
1061
1129
1190
423
547
660
764
858
944
1020
1088
1149
520
629
729
822
905
981
1049
1050
495
600
697
787
870
944
947
947
558
707
836
947
1040
1119
1185
1240
1287
519
661
786
894
987
1066
1133
1190
1238
485
620
740
846
938
1017
1084
1142
1191
454
583
699
802
892
970
1038
1096
1146
426
550
662
762
850
928
995
1053
1104
402
520
628
725
811
888
954
1013
1063
493
597
691
775
850
916
974
1025
468
568
660
742
815
881
938
947
See page 2 for footnotes
30

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
802
1047
1222
1344
1430
1491
698
933
1110
1239
1334
1404
1456
615
837
1011
1144
1244
1320
1378
1423
547
756
925
1059
1162
1242
1304
1353
1392
40 psf
778
1018
1186
1301
1381
1437
675
904
1073
1195
1283
1346
1393
591
809
975
1100
1192
1261
1312
1352
523
728
890
1014
1109
1181
1235
1278
1311
50 psf
755
989
1148
1256
1330
1382
651
875
1036
1149
1229
1287
1329
568
779
938
1053
1137
1198
1243
1278
500
699
852
967
1052
1115
1163
1199
1227
60 psf
731
958
1110
1211
1279
1326
627
844
997
1102
1174
1226
1263
544
749
898
1004
1079
1132
1172
1201
476
668
812
916
991
1046
1086
1117
1140
70 psf
707
927
1071
1164
1225
1268
603
813
956
1052
1117
1162
1195
519
717
856
951
1017
1064
1097
1122
452
636
769
861
926
972
1005
1030
1049
80 psf
Span Length (ft-in.)
3'-0"
682
895
1030
1115
1171
1209
578
780
913
1000
1057
1097
1124
495
684
811
896
953
992
1020
1040
427
602
722
802
856
894
920
939
954
491
687
850
982
1087
1169
1235
1287
1328
1362
467
659
815
938
1033
1106
1164
1208
1243
1272
444
630
778
890
975
1039
1087
1125
1154
1177
420
600
737
838
912
966
1006
1036
1060
1078
396
567
692
780
842
887
919
942
960
974
370
532
642
716
766
801
825
843
856
866
444
628
784
913
1018
1102
1169
1223
1267
1303
420
601
750
869
964
1038
1096
1142
1179
1208
397
572
712
821
905
968
1017
1055
1084
1108
373
541
671
767
839
891
930
960
983
1001
348
508
624
707
765
806
836
858
875
888
323
470
571
637
682
712
733
749
760
769
404
577
726
852
955
1040
1108
1164
1209
1247
381
550
692
808
901
975
1034
1080
1118
1148
357
521
655
759
840
903
951
988
1018
1041
333
490
612
704
772
822
859
888
910
927
308
456
563
639
692
730
757
777
793
804
282
416
505
563
601
626
644
657
666
673
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
532
675
797
898
982
1051
1108
1154
1193
494
630
747
846
929
998
1055
1103
1142
459
589
702
799
880
949
1006
1053
1093
429
553
662
756
835
903
959
1007
1047
401
520
625
716
794
860
916
963
1003
377
490
591
679
755
820
875
922
962
463
560
645
719
783
837
883
922
438
532
614
686
748
800
846
884
505
641
753
844
917
975
1022
1060
1090
467
596
704
792
863
921
967
1005
1035
432
555
659
744
813
870
915
953
983
402
519
618
700
767
822
867
903
933
374
486
581
660
725
778
821
856
885
350
456
547
622
685
736
777
811
839
429
516
588
647
696
736
768
795
404
486
555
612
658
696
727
753
477
603
704
782
842
889
926
955
978
438
558
653
728
786
831
867
895
917
403
517
607
678
733
776
810
837
858
373
480
565
632
684
724
756
781
801
345
446
526
589
637
675
704
727
746
320
415
489
548
592
627
654
675
692
445
560
646
709
757
792
819
839
855
406
513
593
651
695
727
752
771
785
371
470
543
597
636
665
687
704
717
339
430
496
544
579
605
624
638
649
309
392
451
493
523
545
561
573
582
410
508
576
624
657
681
699
712
722
368
457
517
558
586
606
621
632
640
330
408
459
493
516
532
544
553
559
294
360
401
428
446
458
466
473
477
366
443
491
522
542
556
566
573
578
319
382
419
442
457
467
474
479
482
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

31
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB19
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
960
1254
1463
1608
1709
1782
848
1133
1347
1505
1621
1707
1771
757
1028
1243
1409
1535
1631
1705
1763
683
939
1150
1319
1452
1557
1639
1704
1756
621
862
1067
1236
1374
1484
1573
1645
1703
1751
569
796
994
1161
1300
1415
1509
1586
1650
1702
525
739
928
1092
1232
1349
1447
1528
1597
1654
689
870
1030
1168
1287
1387
1472
1544
1605
644
818
974
1110
1228
1331
1418
1493
1557
605
772
922
1056
1174
1277
1366
1444
1510
570
730
875
1006
1123
1226
1316
1396
1465
539
692
832
960
1075
1178
1269
1350
1420
510
657
793
918
1031
1133
1224
1305
1377
626
757
879
990
1090
1181
1263
1324
597
724
842
951
1050
1141
1195
1195
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
71
82
90
95
99
102
70
82
91
98
103
107
110
67
81
91
98
104
109
113
116
64
79
90
98
105
110
114
118
121
62
77
88
97
104
110
115
119
123
126
59
74
86
95
103
109
115
119
123
127
56
72
84
93
102
108
114
119
123
127
69
81
91
100
107
113
118
123
127
66
79
89
98
105
111
117
122
126
64
76
87
95
103
110
115
120
125
62
74
84
93
101
108
114
119
124
59
72
82
91
99
106
112
117
122
57
69
80
89
97
104
110
116
121
67
78
87
95
102
108
114
119
65
75
84
92
100
106
112
117
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
902
1205
1433
1602
1725
1816
1884
805
1094
1323
1499
1633
1736
1814
1876
726
999
1223
1403
1545
1656
1744
1813
1868
995
1302
1515
1662
1763
1835
876
1173
1393
1553
1668
1753
1815
779
1063
1284
1451
1576
1671
1742
1798
700
969
1186
1356
1488
1591
1670
1732
1782
969
1269
1474
1612
1707
1774
849
1140
1352
1503
1610
1687
1744
753
1031
1243
1401
1517
1603
1668
1717
674
937
1146
1307
1429
1522
1593
1649
1692
661
917
1135
1315
1461
1579
1674
1750
1812
1862
635
888
1099
1270
1406
1514
1600
1668
1723
1767
609
857
1060
1221
1347
1445
1522
1582
1629
1668
605
847
1057
1235
1383
1505
1605
1687
1755
1811
580
818
1022
1191
1329
1441
1532
1605
1664
1713
554
788
984
1144
1271
1373
1453
1517
1568
1610
558
786
988
1162
1310
1435
1539
1626
1698
1759
533
757
953
1119
1258
1372
1467
1544
1607
1660
507
728
916
1073
1201
1304
1388
1455
1510
1554
No Uplift
3'-0"
1021
1335
1556
1710
1818
1896
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
733
926
1096
1243
1369
1476
1566
1643
1708
686
871
1036
1181
1307
1416
1509
1588
1657
644
821
981
1123
1249
1358
1453
1536
1607
607
776
931
1070
1195
1304
1400
1485
1558
574
736
885
1022
1144
1253
1350
1436
1511
542
699
844
976
1097
1205
1302
1389
1465
666
806
935
1053
1160
1257
1324
1324
636
770
896
1012
1117
1195
1195
1195
704
892
1054
1192
1308
1405
1485
1552
1608
658
838
996
1132
1248
1346
1428
1498
1557
616
789
942
1076
1191
1290
1375
1446
1508
579
745
893
1024
1139
1238
1323
1397
1460
547
705
848
977
1090
1189
1275
1349
1414
517
669
808
933
1044
1142
1229
1304
1370
636
770
892
1002
1099
1185
1261
1324
606
736
854
962
1058
1144
1195
1195
675
856
1009
1137
1241
1326
1396
1453
1500
629
802
952
1077
1182
1268
1339
1399
1448
588
754
899
1022
1126
1213
1286
1347
1397
551
711
851
972
1075
1162
1235
1297
1349
518
672
807
926
1027
1114
1187
1250
1303
489
636
767
883
983
1069
1142
1205
1258
603
730
843
941
1026
1099
1162
1216
574
697
806
902
986
1059
1122
1176
See page 2 for footnotes
32

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
942
1235
1431
1561
1649
1711
823
1107
1309
1450
1549
1620
1671
727
998
1201
1348
1455
1533
1591
1634
648
905
1104
1254
1366
1450
1513
1561
1599
40 psf
915
1200
1387
1509
1591
1646
796
1073
1265
1396
1487
1551
1597
700
964
1156
1293
1390
1460
1511
1549
622
872
1060
1199
1300
1374
1429
1470
1502
50 psf
888
1165
1342
1456
1530
1581
769
1037
1219
1340
1422
1479
1520
673
929
1110
1235
1322
1384
1428
1461
595
836
1014
1140
1229
1293
1340
1375
1402
60 psf
860
1128
1295
1400
1468
1514
741
1000
1171
1282
1356
1406
1442
646
892
1061
1174
1251
1304
1342
1370
567
800
963
1076
1154
1209
1248
1277
1298
70 psf
832
1090
1247
1344
1405
1446
713
962
1120
1221
1286
1330
1361
618
853
1008
1109
1176
1222
1253
1277
539
760
909
1008
1074
1119
1151
1174
1191
80 psf
Span Length (ft-in.)
3'-0"
804
1051
1197
1285
1340
1376
685
922
1068
1157
1215
1252
1279
589
812
953
1041
1098
1135
1162
1180
510
718
850
934
988
1025
1050
1068
1081
583
825
1019
1169
1284
1372
1439
1491
1531
1564
556
792
976
1114
1216
1293
1351
1395
1429
1456
530
757
929
1053
1144
1209
1257
1294
1322
1343
502
720
878
988
1065
1119
1158
1187
1209
1226
474
680
821
915
979
1022
1053
1075
1092
1105
444
636
758
836
885
919
942
958
970
979
528
757
944
1093
1208
1298
1368
1423
1467
1501
502
724
901
1037
1140
1218
1277
1323
1359
1387
475
689
854
975
1065
1130
1179
1216
1244
1267
447
652
801
907
982
1035
1073
1102
1123
1140
419
610
742
830
890
931
959
980
996
1008
389
564
674
744
788
817
837
851
861
869
481
697
877
1023
1139
1230
1302
1359
1405
1441
455
664
834
967
1069
1148
1208
1255
1292
1321
428
630
787
905
992
1057
1105
1142
1170
1193
401
592
733
834
905
956
992
1020
1041
1056
372
549
671
752
806
843
869
888
902
912
341
499
596
656
693
717
734
746
754
760
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
645
818
960
1075
1166
1239
1298
1345
1383
599
764
903
1016
1107
1181
1240
1288
1328
558
717
851
961
1052
1126
1185
1234
1274
522
674
803
912
1001
1074
1134
1183
1223
489
635
760
865
953
1025
1085
1134
1175
460
600
720
823
908
980
1038
1087
1128
567
684
783
867
937
995
1043
1083
538
650
747
828
896
953
1001
1040
612
775
904
1005
1083
1143
1190
1228
1257
567
722
847
945
1022
1082
1129
1166
1196
526
675
795
890
965
1024
1071
1108
1137
490
632
747
839
912
970
1015
1052
1081
457
593
703
792
862
918
963
998
1027
428
557
663
748
816
870
912
946
974
524
626
707
772
823
864
897
923
494
591
668
730
779
818
849
874
578
727
840
925
988
1035
1071
1099
1121
532
674
782
863
923
969
1004
1031
1052
491
625
728
805
862
906
939
965
985
454
581
678
750
805
846
877
901
920
421
540
631
699
749
787
816
839
856
391
503
587
650
696
731
757
778
793
468
546
603
645
676
700
717
731
434
506
557
594
622
642
658
670
539
672
766
833
880
915
941
960
975
492
616
703
765
809
840
864
882
895
450
564
644
700
740
768
789
805
817
412
516
588
638
672
697
715
729
739
376
470
534
577
606
627
642
653
662
342
426
480
516
540
557
569
577
584
494
605
677
725
758
781
797
809
818
445
543
606
647
675
694
708
718
725
398
484
537
571
593
608
619
626
632
354
425
467
493
510
521
529
534
539
309
365
396
414
425
433
438
441
444
439
522
570
600
619
632
641
647
652
381
448
485
507
520
529
535
540
543
323
372
397
411
419
425
429
431
433
260
289
303
311
315
318
319
321
322
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

33
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB18
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
1086
1424
1652
1806
1910
1983
962
1291
1531
1701
1822
1909
1974
860
1176
1419
1600
1734
1834
1909
1966
777
1077
1318
1505
1648
1758
1842
1908
1960
707
991
1227
1416
1566
1683
1776
1849
1908
1955
648
917
1146
1334
1488
1611
1710
1790
1855
1907
598
852
1073
1259
1414
1542
1646
1731
1801
1859
795
1007
1190
1346
1475
1584
1673
1748
1811
745
949
1127
1282
1413
1524
1617
1696
1762
700
896
1070
1222
1354
1466
1563
1645
1714
660
848
1017
1167
1298
1412
1510
1595
1667
624
805
969
1116
1246
1360
1459
1546
1621
592
765
924
1068
1197
1311
1411
1499
1576
729
883
1024
1151
1264
1365
1454
1533
697
846
983
1107
1220
1320
1410
1447
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
88
104
114
122
127
131
86
103
116
124
131
136
140
82
101
115
125
132
138
143
147
79
99
113
124
133
139
145
150
154
75
96
111
123
132
139
146
151
155
159
71
92
108
120
130
138
145
151
156
160
68
89
105
118
128
137
144
150
156
160
86
102
115
126
135
143
149
155
160
82
99
112
123
133
141
148
154
159
79
96
109
121
130
138
146
152
158
76
93
106
118
128
136
144
150
156
74
90
103
115
125
134
141
148
154
71
87
101
112
122
131
139
146
152
84
98
109
120
129
137
144
150
82
95
107
117
126
134
141
148
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1156
1514
1758
1921
2032
2110
1023
1374
1628
1809
1938
2031
2100
915
1251
1509
1702
1844
1951
2030
2092
826
1146
1402
1601
1753
1870
1960
2030
2085
1127
1477
1711
1865
1969
2041
994
1337
1582
1752
1872
1958
2020
886
1216
1464
1645
1778
1875
1947
2002
798
1111
1358
1545
1686
1793
1874
1936
1985
1097
1439
1662
1807
1904
1970
965
1300
1533
1694
1804
1882
1939
857
1179
1416
1586
1708
1796
1861
1910
769
1076
1311
1487
1616
1712
1784
1839
1882
752
1055
1305
1506
1666
1791
1889
1967
2030
2080
724
1021
1262
1452
1600
1714
1802
1871
1926
1969
695
986
1217
1395
1530
1632
1710
1770
1818
1855
690
976
1219
1419
1582
1714
1819
1904
1973
2029
662
942
1177
1367
1518
1637
1732
1807
1867
1915
633
908
1133
1310
1448
1555
1638
1703
1755
1796
637
906
1141
1340
1504
1640
1751
1842
1916
1978
608
874
1101
1289
1442
1565
1664
1744
1808
1861
580
840
1058
1233
1373
1483
1570
1639
1693
1738
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK SDK63
Seismic
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
846
1072
1266
1431
1570
1685
1780
1860
1926
792
1009
1199
1363
1503
1621
1720
1804
1875
745
953
1138
1300
1440
1560
1662
1750
1824
702
902
1082
1241
1381
1502
1606
1696
1774
664
856
1031
1187
1325
1447
1553
1645
1725
630
814
983
1136
1273
1394
1501
1595
1677
776
940
1089
1224
1345
1452
1547
1603
741
900
1045
1178
1298
1405
1447
1447
814
1032
1217
1370
1496
1599
1683
1751
1808
761
971
1152
1304
1431
1536
1624
1696
1756
714
916
1092
1243
1370
1477
1567
1642
1705
672
866
1037
1186
1313
1421
1512
1590
1655
634
820
987
1133
1259
1368
1460
1539
1607
600
779
941
1084
1209
1317
1411
1491
1560
742
898
1038
1161
1269
1363
1445
1515
707
859
996
1117
1224
1318
1400
1447
781
990
1163
1303
1415
1504
1576
1634
1681
728
930
1099
1238
1351
1442
1517
1577
1626
681
875
1040
1178
1291
1384
1460
1522
1573
640
826
987
1122
1235
1328
1405
1469
1522
602
782
938
1070
1182
1276
1354
1419
1473
569
741
892
1023
1133
1226
1305
1370
1425
704
851
978
1087
1180
1258
1324
1380
670
812
937
1044
1136
1214
1280
1336
See page 2 for footnotes
34

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
1067
1400
1613
1749
1838
1898
935
1261
1483
1633
1734
1805
1856
828
1141
1367
1525
1635
1714
1772
1815
740
1038
1262
1425
1542
1628
1691
1739
1775
40 psf
1037
1360
1562
1688
1770
1825
905
1221
1432
1570
1662
1726
1770
798
1102
1315
1460
1560
1630
1680
1717
710
1000
1210
1359
1464
1539
1593
1634
1665
50 psf
1007
1319
1509
1626
1701
1751
875
1180
1378
1504
1588
1644
1683
768
1061
1260
1392
1481
1542
1585
1617
680
959
1155
1289
1381
1445
1492
1526
1551
60 psf
976
1277
1455
1563
1631
1675
844
1137
1321
1436
1511
1560
1594
737
1018
1202
1320
1398
1451
1488
1514
649
916
1095
1214
1293
1347
1386
1413
1434
70 psf
945
1233
1400
1498
1559
1598
813
1093
1262
1366
1431
1474
1504
706
973
1140
1245
1312
1356
1387
1409
618
869
1031
1134
1200
1244
1275
1297
1313
80 psf
Span Length (ft-in.)
3'-0"
913
1188
1342
1431
1485
1520
781
1046
1201
1292
1349
1386
1411
673
925
1075
1165
1221
1258
1283
1301
585
819
961
1047
1101
1136
1160
1177
1190
666
949
1169
1333
1455
1545
1613
1665
1705
1736
637
911
1117
1267
1374
1453
1511
1554
1587
1613
607
871
1061
1195
1288
1354
1402
1438
1465
1485
576
827
1000
1117
1195
1250
1288
1316
1337
1353
544
780
933
1031
1095
1138
1168
1189
1205
1217
511
727
858
938
987
1019
1041
1057
1068
1076
604
872
1086
1249
1373
1467
1539
1594
1636
1670
575
835
1034
1183
1291
1372
1432
1477
1512
1539
545
794
978
1109
1202
1269
1317
1353
1381
1402
514
750
915
1028
1104
1157
1195
1223
1243
1259
482
701
845
936
996
1036
1064
1084
1099
1110
448
645
764
834
878
906
925
938
948
955
551
805
1011
1173
1298
1394
1468
1525
1571
1607
522
768
960
1106
1215
1296
1357
1404
1440
1468
493
727
903
1031
1122
1188
1237
1273
1300
1321
462
683
839
946
1019
1069
1106
1132
1152
1167
429
632
764
848
902
939
964
982
995
1005
394
571
675
735
771
795
811
822
829
835
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
746
945
1103
1228
1325
1401
1460
1507
1545
694
885
1040
1163
1261
1337
1398
1447
1486
647
831
982
1104
1200
1278
1339
1388
1428
606
782
929
1048
1144
1221
1283
1333
1373
569
738
880
997
1091
1168
1229
1279
1320
535
698
836
949
1042
1117
1179
1228
1269
661
794
905
996
1070
1130
1180
1220
628
756
863
952
1025
1084
1133
1173
709
894
1036
1144
1225
1286
1334
1370
1399
657
834
972
1078
1158
1219
1267
1304
1333
611
781
914
1017
1095
1156
1203
1240
1269
569
732
860
960
1037
1096
1142
1178
1207
532
688
811
907
981
1039
1083
1119
1147
499
647
765
857
929
984
1027
1061
1088
610
722
811
879
932
973
1006
1032
575
683
767
832
882
921
952
977
668
836
959
1048
1112
1160
1195
1222
1243
616
776
893
978
1041
1086
1121
1147
1167
570
721
832
913
973
1016
1049
1074
1093
528
671
776
852
908
949
979
1003
1021
490
624
722
794
845
883
912
933
950
455
581
672
738
785
820
845
865
880
540
624
684
726
757
780
797
811
501
578
631
669
696
715
730
742
623
769
870
938
986
1020
1045
1063
1077
569
706
799
862
906
937
959
976
989
521
647
731
788
828
855
876
890
902
477
591
667
717
752
776
793
806
815
435
538
604
648
677
697
711
721
729
396
486
542
578
601
617
629
637
643
434
479
507
525
537
546
552
556
380
414
434
447
455
461
465
468
569
689
764
812
844
866
881
892
901
512
618
683
724
751
769
782
791
798
458
549
603
637
658
672
682
689
695
406
481
524
549
565
575
582
588
591
353
411
441
459
469
476
481
484
487
297
336
355
365
371
375
378
380
381
502
589
638
667
685
697
705
711
716
435
504
540
561
574
583
588
592
595
367
416
440
454
462
467
470
473
474
293
322
335
342
346
348
350
351
352
206
217
222
224
225
226
227
227
227
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

35
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
DIAPHRAGM TABLES
1.5PLB with Pneutek K64
1.5PLB22
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
495
625
709
762
798
822
443
574
664
725
767
797
819
399
527
621
688
736
771
797
816
362
486
581
652
705
744
774
796
814
331
450
545
618
674
717
750
776
796
812
304
418
512
586
645
690
726
755
777
796
279
390
482
556
616
664
703
734
759
779
365
454
528
590
639
680
713
740
762
343
429
503
564
615
657
692
721
744
323
406
479
540
592
635
671
702
727
305
386
457
518
570
614
652
683
710
289
367
436
497
549
594
632
665
693
273
350
417
477
529
574
613
647
676
334
399
458
510
556
595
630
659
319
383
441
492
538
578
613
643
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
8
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
11
11
12
12
11
12
12
12
12
13
13
13
13
12
12
13
13
13
14
14
14
14
14
12
13
14
14
14
15
15
15
15
15
13
14
14
15
15
16
16
16
16
16
14
15
16
16
16
17
17
17
17
15
16
16
17
17
18
18
18
18
15
16
17
18
18
18
19
19
19
15
17
17
18
19
19
19
20
20
15
17
18
19
19
20
20
21
21
16
17
18
19
20
20
21
21
22
17
19
20
20
21
21
22
22
18
19
20
21
21
22
22
23
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
527
665
754
811
849
875
471
610
706
771
816
848
871
424
561
661
732
783
820
847
868
385
517
618
694
750
791
823
847
866
498
628
708
758
791
813
441
573
660
716
755
781
799
395
524
614
676
719
749
771
787
355
481
573
638
684
718
742
761
775
467
589
661
704
731
749
411
534
610
658
690
711
725
364
485
564
616
650
674
690
702
325
442
522
576
612
638
656
669
679
352
479
580
658
717
763
798
825
847
864
322
443
535
602
651
688
715
735
751
763
293
405
484
539
577
604
623
638
648
657
323
445
544
624
686
735
773
803
827
846
294
410
500
569
620
658
687
710
727
741
265
372
450
505
544
572
592
607
618
627
297
415
512
592
656
707
748
781
807
828
270
381
469
538
590
630
661
685
704
719
241
343
419
474
513
541
562
577
589
599
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
388
483
562
627
680
723
758
787
810
365
456
535
600
654
699
736
767
792
344
432
509
575
630
676
714
746
773
325
410
486
551
606
653
693
727
755
307
390
464
528
584
632
672
707
737
290
372
444
507
563
611
652
688
719
355
425
487
543
591
633
670
702
340
408
469
524
572
615
652
684
355
441
509
562
604
636
661
681
697
331
415
483
536
579
612
638
659
676
311
392
458
512
555
589
616
638
656
292
371
436
489
532
567
595
617
636
275
351
415
468
511
546
574
598
617
260
333
396
448
491
526
555
578
598
317
378
429
472
507
536
560
580
302
361
412
454
489
518
542
563
317
391
445
484
512
533
549
561
571
294
365
418
456
485
506
522
534
543
274
342
393
431
459
480
495
508
517
255
321
370
407
434
455
470
482
491
238
301
349
384
411
430
446
457
466
223
283
329
363
388
407
422
433
442
267
310
343
367
385
399
410
418
251
293
323
346
364
377
387
394
See page 2 for footnotes
36

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
437
549
611
647
669
683
380
492
558
597
621
637
648
333
443
509
550
576
593
605
614
294
399
465
507
533
551
564
572
579
40 psf
405
505
558
587
604
615
348
447
501
531
549
561
568
300
396
448
478
496
508
516
521
261
350
400
429
446
457
465
470
473
50 psf
371
460
502
525
538
546
313
397
439
461
473
481
486
265
342
380
399
411
418
422
425
224
292
324
341
350
356
359
362
364
233
328
390
429
455
473
485
494
500
505
199
274
315
338
351
360
365
369
372
374
155
200
217
226
230
233
234
235
236
237
209
298
357
395
419
436
447
456
462
467
173
240
275
294
305
312
317
320
322
324
123
153
163
167
169
170
171
172
172
172
60 psf
336
410
443
460
469
474
276
343
371
385
393
398
401
224
280
303
313
319
323
325
326
179
220
235
242
245
247
249
249
250
261
361
426
467
493
511
523
532
539
544
227
310
356
382
398
408
415
419
423
425
188
245
271
283
290
294
297
299
300
301
134
158
166
169
170
171
172
172
172
173
70 psf
298
357
381
392
398
401
234
281
298
306
310
312
314
175
206
216
220
222
223
224
224
115
128
131
132
133
133
133
133
134
80 psf
Span Length (ft-in.)
3'-0"
257
299
314
321
324
326
184
210
218
221
223
224
224
109
117
119
120
120
120
120
120
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
272
327
362
385
400
411
419
425
429
248
299
331
352
366
376
383
388
392
226
272
301
320
332
341
347
352
355
205
247
273
289
299
307
312
315
318
186
222
244
258
266
272
276
279
282
167
198
216
227
233
238
241
243
245
173
187
195
200
203
205
207
208
147
157
162
165
167
169
170
170
208
237
251
260
265
268
271
272
273
177
198
208
214
217
219
221
222
223
144
157
163
167
169
170
171
171
172
107
114
117
118
119
119
120
120
120
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
101
104
106
106
107
107
107
107
107
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

37
1.5PLB20
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
663
837
944
1011
1053
1082
594
771
888
966
1017
1053
1079
536
712
835
920
980
1022
1053
1076
487
658
785
876
942
990
1026
1053
1073
446
611
738
834
905
958
998
1029
1052
1071
410
569
695
793
868
925
970
1004
1031
1052
380
531
656
755
833
894
941
979
1009
1033
498
620
719
799
862
913
953
986
1013
468
587
685
766
832
885
928
963
992
442
557
654
736
803
858
903
941
971
418
529
625
706
775
831
879
918
951
396
504
598
679
748
806
855
896
930
376
480
573
653
722
781
831
874
910
459
549
629
698
757
808
852
889
439
528
606
675
734
786
831
869
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
13
13
14
14
14
14
14
15
16
16
16
16
16
16
17
17
18
18
18
18
18
17
18
19
19
20
20
20
20
20
17
19
20
21
21
21
22
22
22
22
18
20
21
22
22
23
23
24
24
24
18
21
22
23
24
24
25
25
25
26
21
23
24
25
26
26
26
27
27
22
24
25
26
27
27
28
28
28
22
24
26
27
28
28
29
29
30
22
25
26
28
29
29
30
30
31
23
25
27
28
29
30
31
32
32
23
25
27
29
30
31
32
32
33
26
28
29
31
32
33
33
34
26
28
30
31
32
33
34
35
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
706
891
1004
1075
1121
1151
632
821
945
1027
1082
1120
1147
570
757
888
979
1042
1087
1120
1144
518
700
835
932
1002
1053
1091
1120
1142
673
849
953
1017
1057
1083
600
779
893
966
1013
1046
1069
538
716
836
916
970
1008
1035
1055
487
660
783
869
928
971
1001
1024
1042
641
806
901
956
991
1013
567
736
838
902
942
969
987
506
673
780
849
894
925
947
962
454
617
727
800
849
883
907
924
937
474
650
785
887
962
1019
1062
1094
1120
1140
443
610
734
823
887
934
968
994
1014
1029
410
568
678
754
806
842
868
887
902
913
437
605
740
844
923
985
1031
1068
1097
1120
405
566
690
781
848
898
935
964
986
1003
373
525
634
711
764
803
831
851
867
879
404
565
698
803
886
951
1001
1041
1073
1099
373
527
649
741
811
863
903
934
958
977
341
486
593
671
726
765
795
816
833
846
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
530
659
765
850
917
971
1014
1049
1077
498
624
729
815
885
942
988
1025
1055
470
592
696
783
854
913
961
1001
1033
444
563
665
752
824
885
935
977
1011
421
536
636
722
796
857
909
953
989
400
511
609
695
768
831
884
929
968
488
584
669
742
806
860
906
946
467
561
644
718
781
836
884
925
492
611
704
776
830
872
905
931
951
461
577
670
742
798
842
877
904
926
434
546
638
711
768
813
849
878
901
408
518
608
681
739
786
823
853
877
386
492
581
653
712
759
797
828
853
365
468
555
627
686
733
772
804
830
446
531
602
661
709
749
781
808
426
509
579
638
686
726
759
786
452
557
633
689
730
760
783
800
813
421
523
599
655
696
727
750
768
782
394
493
567
623
664
695
719
737
751
369
465
538
592
634
665
688
707
721
346
439
510
564
605
636
659
678
692
326
415
484
537
577
608
631
649
664
393
461
512
551
581
604
622
636
373
438
488
526
555
578
596
610
See page 2 for footnotes
38

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
607
762
846
894
923
942
533
690
781
834
868
889
904
472
627
720
778
814
838
855
867
420
571
666
725
764
789
807
820
829
40 psf
573
715
789
830
854
869
499
642
719
763
790
807
819
437
577
656
701
729
747
759
768
385
520
597
643
672
690
702
711
717
50 psf
537
666
729
763
783
795
462
590
654
689
710
722
731
400
522
585
620
640
652
661
667
347
462
521
554
573
584
592
598
601
60 psf
500
615
667
694
709
719
424
534
585
611
626
635
641
360
461
508
532
545
553
559
562
306
395
435
455
466
473
477
480
482
307
439
529
588
627
654
674
687
698
705
271
383
450
489
513
529
539
547
552
556
229
311
350
370
381
388
392
395
398
399
171
210
223
229
231
233
234
235
235
235
70 psf
461
560
602
623
635
642
383
473
511
529
539
545
549
316
393
423
438
446
451
454
456
256
316
338
348
353
356
358
359
360
420
502
535
550
558
563
338
406
432
443
450
453
456
264
314
331
338
342
344
346
347
193
221
229
232
234
235
235
236
236
377
522
616
676
716
742
761
774
784
792
341
469
544
589
616
634
646
655
661
666
303
408
462
491
507
518
525
530
533
536
258
333
365
380
388
393
396
399
400
401
200
239
252
257
260
261
262
263
263
264
113
121
122
123
123
124
124
124
124
124
340
478
570
630
670
697
716
730
740
748
304
424
495
538
564
581
592
600
606
611
264
358
405
430
444
453
458
462
465
467
214
272
295
305
310
314
316
317
318
319
140
157
162
164
165
165
165
166
166
166
80 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
405
491
548
587
613
632
646
656
664
374
456
511
548
574
592
605
615
623
346
424
476
512
536
553
566
575
582
320
394
443
477
499
516
527
536
543
297
366
412
443
464
479
489
497
503
275
340
382
410
429
442
452
459
464
314
353
378
395
407
415
421
426
290
324
346
361
371
378
383
387
347
407
443
464
478
488
494
499
502
312
367
398
416
428
436
442
446
449
280
327
354
369
379
385
390
393
395
249
289
310
322
329
334
338
340
342
219
249
265
274
279
283
285
287
288
187
209
219
225
228
230
232
233
234
165
171
174
176
177
178
178
179
118
120
122
122
123
123
123
123
266
296
310
318
323
326
328
330
331
220
240
250
255
258
260
261
262
262
171
182
187
190
191
192
193
193
193
116
120
122
122
123
123
123
124
124
143
147
149
150
151
151
151
152
152
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

39
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB19
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
810
1021
1146
1221
1269
1301
727
944
1083
1171
1229
1269
1297
657
874
1021
1121
1188
1235
1269
1294
598
810
963
1070
1146
1200
1240
1269
1292
548
754
908
1022
1104
1164
1209
1243
1269
1290
505
703
858
975
1062
1128
1178
1216
1246
1269
467
658
811
930
1022
1092
1146
1188
1221
1248
617
768
888
982
1056
1114
1160
1197
1226
581
728
848
945
1022
1083
1132
1172
1204
548
692
811
909
988
1052
1104
1146
1181
519
658
776
874
955
1022
1076
1121
1158
492
627
744
842
924
992
1049
1096
1135
468
599
713
811
894
964
1022
1071
1112
573
685
782
865
936
996
1046
1089
549
658
754
838
909
970
1022
1066
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
18
19
20
20
20
21
20
22
22
23
23
23
24
22
24
25
25
26
26
26
26
23
25
27
28
28
28
29
29
29
24
27
28
29
30
31
31
31
32
32
25
28
30
31
32
33
33
34
34
34
25
29
31
33
34
35
35
36
36
37
30
32
34
35
36
37
38
38
39
30
33
35
37
38
39
39
40
41
31
34
36
38
39
40
41
42
42
31
34
37
39
40
42
43
43
44
31
35
38
40
41
43
44
45
45
31
35
38
41
42
44
45
46
47
35
39
41
43
45
46
47
48
35
39
42
44
46
47
48
49
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
861
1086
1219
1299
1350
1384
773
1004
1152
1246
1308
1350
1380
699
930
1087
1192
1264
1314
1350
1376
636
862
1024
1139
1219
1277
1319
1350
1374
828
1042
1165
1238
1283
1312
740
960
1096
1181
1235
1272
1297
666
886
1031
1125
1188
1230
1261
1283
603
819
969
1071
1140
1189
1224
1250
1269
794
997
1109
1174
1214
1240
706
915
1038
1113
1160
1191
1213
632
840
972
1054
1108
1144
1169
1187
570
774
910
998
1057
1097
1125
1146
1161
583
802
966
1087
1174
1238
1286
1322
1350
1372
550
760
912
1019
1094
1148
1187
1216
1239
1256
517
715
852
945
1007
1051
1082
1105
1122
1135
537
748
912
1037
1130
1200
1253
1294
1325
1350
504
707
859
969
1049
1107
1151
1183
1208
1227
471
663
800
895
961
1007
1041
1066
1084
1099
497
700
863
989
1087
1162
1219
1264
1299
1328
465
660
810
923
1006
1068
1115
1150
1177
1199
432
616
752
848
916
965
1000
1027
1047
1063
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
657
817
945
1045
1124
1186
1234
1273
1304
618
774
902
1005
1087
1152
1204
1246
1280
583
736
863
967
1051
1119
1174
1219
1256
552
700
826
930
1016
1087
1145
1192
1232
524
667
791
896
983
1056
1116
1166
1207
498
637
759
863
951
1025
1087
1139
1183
609
729
832
920
995
1059
1113
1158
584
700
803
891
967
1032
1087
1134
617
765
879
965
1030
1079
1117
1147
1171
579
724
838
926
993
1045
1086
1117
1143
545
687
800
889
958
1012
1054
1088
1115
515
652
764
853
924
980
1024
1059
1088
487
621
731
820
892
949
995
1031
1061
461
591
700
789
861
919
966
1004
1035
565
671
759
832
891
939
978
1010
540
644
732
804
863
912
952
985
575
708
804
874
924
962
990
1011
1027
537
667
764
834
886
924
953
976
993
504
630
726
796
849
888
918
941
959
474
597
690
761
814
854
884
908
927
446
565
658
727
780
821
852
876
895
421
537
627
696
749
789
820
844
863
510
598
666
718
758
790
814
833
486
572
638
690
729
760
784
804
See page 2 for footnotes
40

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
759
950
1052
1109
1144
1166
671
867
978
1043
1083
1109
1127
597
792
909
980
1024
1054
1074
1088
535
726
845
920
968
1000
1022
1038
1049
40 psf
723
902
993
1043
1072
1091
635
817
915
970
1003
1025
1039
561
741
842
901
937
960
976
987
499
674
776
836
874
898
915
926
935
50 psf
687
851
932
974
999
1015
598
764
848
894
921
938
949
524
686
771
818
846
864
875
883
461
616
700
746
774
792
803
811
817
60 psf
649
799
868
904
925
937
559
707
778
815
836
849
858
484
626
694
730
751
764
772
778
420
552
616
649
668
680
688
693
697
70 psf
610
744
803
832
848
858
518
647
704
733
749
758
765
441
560
612
638
652
660
666
670
375
479
524
545
557
564
568
572
574
80 psf
Span Length (ft-in.)
3'-0"
569
686
735
758
771
778
475
583
627
648
659
666
670
394
487
523
540
549
554
558
560
322
395
422
434
440
444
446
447
448
482
667
787
864
914
948
972
989
1001
1011
446
614
715
776
814
838
855
867
876
883
408
554
634
678
705
722
733
741
746
750
365
485
542
572
588
598
605
609
613
615
316
403
438
454
463
468
471
474
475
476
255
304
320
327
330
332
334
334
335
335
437
615
734
812
863
898
923
941
954
965
401
561
659
719
756
781
798
810
818
825
362
498
572
614
638
654
664
671
676
680
317
423
471
496
509
517
523
526
529
531
262
328
353
363
369
372
374
376
377
377
184
209
215
218
219
220
220
221
221
221
398
568
685
763
815
851
876
895
909
919
362
514
607
665
701
725
742
753
762
768
322
447
515
552
574
587
596
602
607
610
274
363
402
421
431
437
441
443
445
446
209
252
265
271
274
275
276
277
278
278
99
104
105
106
106
106
106
106
106
106
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
527
640
717
769
806
831
850
864
875
490
600
675
726
762
788
806
820
831
456
562
635
685
720
745
764
778
788
426
527
597
646
680
705
723
736
746
398
495
562
609
642
665
682
695
705
372
465
529
573
605
627
643
655
665
437
497
539
568
589
605
616
625
410
467
506
533
553
567
577
585
471
560
614
649
672
687
698
706
712
432
515
566
598
619
634
644
651
657
396
473
520
549
568
581
590
597
602
363
434
476
502
518
530
538
543
548
332
395
432
454
469
478
485
490
493
302
357
389
407
419
427
432
436
439
320
345
360
369
376
380
383
385
282
301
312
319
323
326
329
330
400
459
491
510
522
529
534
538
541
355
406
432
447
456
462
467
469
472
312
352
373
384
391
396
399
401
402
268
298
313
321
325
328
330
332
333
222
242
251
256
258
260
261
262
262
172
182
186
189
190
191
191
191
192
117
119
119
120
120
120
120
120
304
332
345
352
356
358
360
361
362
243
261
268
272
274
275
276
277
277
177
185
188
190
191
191
192
192
192
103
105
105
106
106
106
106
106
106
169
174
176
177
177
177
178
178
178
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

41
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB18
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
938
1181
1320
1402
1453
1487
844
1095
1251
1349
1412
1454
1483
764
1017
1184
1294
1368
1418
1454
1480
696
945
1119
1239
1322
1381
1423
1454
1478
638
880
1058
1186
1277
1342
1391
1427
1454
1476
588
823
1001
1134
1231
1303
1357
1398
1430
1455
545
771
948
1084
1187
1264
1323
1369
1404
1432
724
899
1037
1144
1226
1289
1339
1378
1409
682
854
993
1102
1188
1255
1309
1351
1385
644
812
951
1062
1151
1222
1278
1324
1361
610
774
911
1023
1115
1188
1248
1297
1337
579
738
874
987
1080
1156
1218
1270
1312
551
706
839
952
1046
1124
1189
1243
1287
675
807
919
1014
1093
1160
1216
1263
647
776
887
983
1063
1132
1189
1238
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
25
26
27
27
28
28
27
29
30
31
31
32
32
29
32
33
34
35
35
35
36
30
34
36
37
38
38
39
39
39
31
36
38
39
40
41
42
42
43
43
32
37
40
42
43
44
45
45
46
46
32
38
41
44
45
46
47
48
48
49
39
43
45
47
48
50
50
51
52
40
44
47
49
50
52
53
53
54
40
45
48
50
52
54
55
56
56
40
45
49
52
54
55
57
58
58
40
46
50
53
55
57
58
59
60
40
46
50
54
56
58
60
61
62
46
51
54
57
59
61
62
64
47
51
55
58
60
62
64
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
998
1256
1404
1492
1546
1582
898
1165
1331
1435
1502
1546
1578
813
1081
1260
1377
1455
1509
1547
1575
740
1005
1191
1318
1407
1469
1514
1547
1572
959
1205
1341
1420
1468
1499
859
1114
1266
1358
1417
1456
1482
774
1030
1194
1297
1365
1411
1443
1466
703
955
1125
1238
1314
1366
1403
1430
1451
920
1152
1276
1346
1389
1416
820
1060
1198
1279
1330
1363
1385
735
977
1124
1214
1272
1310
1336
1355
664
902
1055
1152
1215
1258
1288
1310
1326
679
937
1126
1261
1358
1428
1479
1518
1547
1570
641
888
1061
1180
1263
1321
1363
1394
1417
1435
603
835
990
1093
1161
1208
1241
1265
1283
1296
626
875
1065
1206
1310
1387
1444
1487
1521
1547
589
827
1001
1126
1214
1277
1323
1358
1384
1405
550
775
931
1037
1109
1159
1195
1221
1241
1256
580
820
1009
1154
1263
1345
1408
1456
1494
1524
543
773
946
1074
1166
1234
1284
1322
1351
1374
505
722
877
984
1059
1112
1150
1178
1199
1215
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
770
957
1103
1217
1304
1372
1424
1466
1499
726
909
1056
1172
1264
1335
1392
1437
1474
685
864
1011
1130
1224
1300
1360
1409
1448
649
823
969
1089
1186
1264
1328
1380
1422
616
786
930
1050
1149
1230
1296
1351
1396
586
751
893
1013
1113
1196
1265
1322
1369
719
858
977
1078
1163
1234
1293
1343
689
826
944
1045
1131
1204
1265
1317
724
896
1025
1121
1192
1246
1286
1318
1343
680
849
979
1077
1151
1208
1251
1285
1312
641
806
936
1035
1112
1171
1217
1253
1282
605
767
895
996
1074
1136
1184
1222
1252
573
730
857
959
1038
1101
1151
1191
1223
544
696
822
923
1004
1068
1119
1161
1194
665
789
890
971
1036
1089
1131
1166
636
758
858
939
1005
1059
1103
1138
674
827
935
1012
1067
1107
1136
1159
1176
631
781
889
967
1023
1065
1096
1119
1137
592
738
846
925
982
1024
1056
1081
1100
557
700
806
884
942
985
1018
1043
1063
525
664
768
846
904
948
981
1007
1027
496
631
733
810
868
912
945
971
992
600
700
777
834
878
911
937
957
571
670
744
801
844
878
903
924
See page 2 for footnotes
42

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
880
1097
1209
1271
1308
1331
779
1004
1127
1197
1240
1267
1286
695
920
1050
1127
1175
1205
1227
1241
624
845
979
1060
1112
1145
1169
1185
1197
40 psf
838
1041
1140
1194
1225
1244
738
945
1053
1112
1148
1170
1185
653
859
971
1035
1073
1097
1114
1125
582
783
896
962
1002
1027
1045
1057
1065
50 psf
796
982
1069
1115
1141
1157
695
882
975
1024
1052
1070
1082
610
794
888
938
967
986
998
1006
538
715
807
857
886
904
916
925
931
60 psf
752
920
995
1033
1055
1068
649
816
893
932
954
968
977
563
723
798
836
858
871
879
885
490
639
708
744
764
776
784
789
793
70 psf
706
856
919
950
967
977
602
746
807
837
854
864
870
513
645
702
729
744
752
758
762
436
553
600
623
635
642
647
650
652
80 psf
Span Length (ft-in.)
3'-0"
659
789
840
865
878
886
551
670
717
739
751
758
762
458
560
598
616
625
631
634
637
374
454
482
495
501
505
507
508
509
563
778
913
997
1051
1087
1112
1130
1143
1153
521
715
827
893
934
960
977
990
999
1006
476
644
731
779
807
825
836
844
850
854
427
561
623
654
672
682
689
694
697
699
368
465
502
519
528
533
536
539
540
541
295
349
365
372
376
378
379
380
380
381
511
718
853
938
994
1032
1058
1076
1090
1101
469
654
763
828
868
894
912
924
933
940
423
579
661
705
731
747
758
765
770
774
371
489
542
567
581
590
595
599
602
603
305
378
403
414
420
424
426
427
428
429
213
238
245
248
249
250
250
251
251
251
466
665
797
883
940
978
1005
1024
1038
1049
424
599
704
767
806
831
848
860
869
876
377
520
594
634
657
671
680
687
691
695
320
420
461
481
491
498
502
504
506
508
242
289
303
309
311
313
314
315
315
316
114
119
120
120
120
120
120
120
120
120
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
617
746
831
888
926
954
973
988
999
574
699
783
839
877
904
924
938
949
535
656
737
792
829
856
876
890
901
500
616
694
747
784
810
828
843
853
467
578
653
704
740
764
783
796
806
438
543
615
663
697
720
738
750
760
511
578
624
655
677
693
705
714
480
543
585
615
635
650
661
669
550
649
709
746
770
786
797
806
812
505
598
653
688
710
725
735
743
749
463
549
600
631
651
665
674
681
686
425
503
549
576
594
606
614
620
624
388
458
498
522
537
547
554
558
562
353
414
448
467
480
488
493
497
500
370
397
413
422
429
433
436
438
325
346
357
364
369
372
374
376
465
530
564
584
596
604
609
613
616
413
468
496
511
521
527
531
534
537
362
406
427
439
446
451
454
456
457
310
343
358
366
371
374
376
377
378
256
277
286
291
294
296
297
298
298
197
208
212
215
216
217
217
217
218
134
135
136
136
136
136
137
137
351
381
394
401
405
408
410
411
412
280
298
306
310
312
313
314
315
315
203
211
214
216
217
217
218
218
218
117
119
120
120
120
120
120
120
120
193
198
200
201
201
202
202
202
202
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

43
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB22
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
660
845
992
1106
1195
1263
579
753
898
1016
1111
1187
1248
515
677
817
935
1033
1114
1181
1237
463
614
747
863
962
1046
1117
1177
1227
419
560
687
800
898
983
1057
1119
1173
1219
379
515
635
744
840
925
1000
1065
1121
1170
346
476
590
694
788
872
947
1013
1071
1123
443
550
650
741
824
898
965
1024
1077
411
515
611
699
780
853
920
980
1033
383
484
575
660
739
811
878
938
992
358
456
544
626
702
773
838
898
953
336
432
515
594
668
738
802
861
916
318
409
489
566
637
705
768
827
875
387
466
539
609
675
737
785
785
368
444
515
583
647
707
709
709
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
40
44
47
49
50
52
40
45
48
51
53
55
56
40
45
49
52
55
57
58
60
39
45
49
53
56
58
60
62
63
38
44
49
53
56
59
61
63
65
66
37
43
48
52
56
59
61
64
66
67
36
42
47
52
56
59
62
64
66
68
41
46
51
55
58
61
64
66
68
40
45
50
54
58
61
64
66
68
38
44
49
53
57
60
63
66
68
37
43
48
52
56
59
62
65
68
36
42
47
51
55
58
62
64
67
35
41
45
50
54
57
61
64
66
39
44
49
53
56
60
63
65
38
43
48
52
55
59
62
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
702
899
1055
1177
1271
1344
616
801
955
1081
1182
1263
1328
548
720
869
995
1099
1186
1257
1316
492
653
795
918
1024
1113
1189
1252
1306
682
876
1029
1146
1235
1304
596
779
929
1050
1146
1223
1283
528
698
844
965
1064
1146
1212
1266
473
631
770
889
990
1074
1144
1202
1251
662
853
1001
1114
1199
1263
576
756
903
1019
1110
1181
1237
508
676
818
934
1028
1104
1165
1214
453
609
745
859
954
1033
1097
1150
1194
446
596
731
851
955
1046
1124
1191
1248
1297
427
575
707
823
923
1008
1080
1142
1194
1238
407
553
682
793
888
967
1034
1090
1136
1175
404
548
676
791
894
984
1064
1133
1193
1245
385
527
652
764
862
947
1021
1085
1139
1186
367
505
628
735
828
908
975
1033
1081
1123
369
507
628
738
838
928
1007
1078
1140
1194
350
486
604
712
807
892
966
1031
1087
1136
332
464
580
684
774
853
921
980
1030
1072
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
471
585
691
788
876
955
1026
1090
1146
438
548
649
743
829
908
978
1042
1099
407
515
612
703
786
863
934
997
1055
381
486
578
666
747
822
892
956
1014
358
459
548
632
711
785
853
916
974
338
435
521
602
678
750
817
875
875
412
496
574
648
718
784
785
785
391
473
548
620
688
709
709
709
450
562
665
758
842
915
981
1038
1088
419
525
624
714
796
869
934
992
1043
389
493
587
674
754
826
890
949
1000
363
463
554
638
715
786
850
908
960
340
437
524
605
680
749
813
870
922
320
414
497
575
648
716
778
835
875
392
472
548
618
684
745
785
785
373
450
523
591
655
709
709
709
429
539
638
726
804
871
930
981
1025
398
502
597
683
759
826
884
936
980
370
470
561
643
717
783
842
893
938
345
441
528
608
680
745
802
853
899
322
415
498
575
646
709
766
816
862
302
391
472
546
614
676
732
782
827
370
447
519
585
645
700
749
785
351
425
494
558
617
671
709
709
See page 2 for footnotes
44

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
642
830
974
1081
1161
1221
556
733
875
986
1071
1138
1189
488
653
791
902
990
1060
1116
1161
432
587
718
827
916
989
1047
1095
1134
40 psf
622
807
945
1047
1122
1178
536
710
847
952
1032
1093
1140
468
630
763
868
950
1014
1065
1104
412
564
691
794
876
942
995
1037
1071
50 psf
602
782
916
1012
1082
1134
516
686
817
916
990
1046
1089
447
606
733
832
908
966
1011
1046
392
540
661
758
833
892
938
975
1004
60 psf
581
758
886
976
1041
1089
495
661
787
879
947
998
1035
427
582
703
794
863
915
954
984
371
516
631
719
787
839
879
909
934
70 psf
561
733
854
939
999
1042
474
636
755
841
902
947
980
406
556
670
754
815
861
894
920
350
490
597
678
737
781
815
840
859
80 psf
Span Length (ft-in.)
3'-0"
540
707
822
901
955
994
453
610
722
800
855
895
923
385
530
636
711
765
803
832
853
329
463
561
632
683
719
746
766
781
387
531
656
762
850
924
984
1034
1075
1109
367
508
629
729
810
877
930
974
1009
1038
346
484
600
693
767
826
872
909
939
963
326
460
569
654
719
770
809
839
864
883
305
434
535
610
667
709
740
764
783
798
283
406
497
561
608
641
665
683
697
708
348
483
602
704
791
864
925
976
1019
1054
329
461
575
671
751
817
871
915
951
981
308
437
546
635
707
765
811
848
878
902
288
412
515
595
658
707
744
774
797
816
267
386
479
550
602
641
671
693
710
724
245
357
439
497
538
567
588
604
616
625
314
442
555
653
738
811
872
923
967
1003
295
420
528
621
699
763
816
861
897
927
276
396
499
585
654
710
755
791
820
844
255
372
467
543
603
649
684
713
735
752
234
345
430
495
543
578
604
625
640
652
212
314
386
437
471
496
513
526
535
543
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
407
514
608
691
762
822
874
918
955
376
477
568
648
717
777
828
872
910
349
445
532
609
676
735
786
829
867
325
416
500
574
639
696
746
789
827
303
391
470
542
605
661
710
752
789
284
367
444
512
574
628
676
717
754
346
419
486
545
598
644
685
721
327
397
461
518
569
615
654
689
385
487
576
651
714
766
810
846
877
354
451
536
608
669
720
763
799
829
327
419
500
569
628
678
720
755
784
303
390
467
534
590
638
679
713
742
281
364
438
501
556
602
641
674
702
262
341
411
472
524
568
605
637
663
361
458
539
605
659
702
738
766
789
330
422
498
561
613
654
688
715
737
303
389
462
521
570
609
641
667
688
279
360
428
484
530
566
596
620
640
336
425
496
552
595
628
654
675
691
305
388
454
505
544
575
599
617
632
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
308
386
444
487
518
541
558
572
582
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

45
1.5PLB20
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
883
1138
1335
1485
1598
1683
776
1018
1214
1371
1494
1591
1667
691
917
1109
1267
1396
1500
1585
1654
621
833
1017
1174
1305
1415
1505
1580
1643
564
761
937
1090
1222
1334
1429
1509
1577
1634
514
700
867
1016
1146
1260
1357
1441
1512
1574
469
648
807
950
1078
1191
1289
1375
1450
1515
603
753
891
1016
1127
1226
1314
1390
1458
563
706
838
959
1069
1167
1255
1334
1403
527
664
791
908
1015
1113
1201
1280
1350
492
626
748
862
966
1062
1150
1229
1300
462
593
710
819
921
1015
1102
1181
1253
436
562
674
780
879
972
1057
1135
1170
535
642
745
841
931
1015
1050
1050
508
613
712
806
893
947
947
947
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
55
62
67
71
73
75
54
63
68
73
76
79
81
53
62
69
74
78
81
84
86
51
61
68
74
78
82
85
88
90
49
59
67
73
78
83
86
89
92
94
47
58
66
72
78
82
86
90
93
95
45
56
64
71
77
82
86
89
93
96
54
62
69
75
81
85
89
92
95
52
60
68
74
79
84
88
92
95
50
59
66
72
78
83
87
91
94
48
57
64
71
76
81
86
90
93
47
55
63
69
75
80
85
89
92
45
53
61
67
73
78
83
87
91
52
59
66
72
77
82
86
90
50
58
64
70
75
80
84
88
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
939
1211
1421
1580
1700
1791
826
1083
1292
1458
1589
1692
1773
735
976
1179
1348
1485
1596
1686
1759
661
886
1082
1248
1388
1505
1601
1681
1748
918
1186
1391
1545
1660
1746
804
1058
1263
1423
1549
1646
1723
713
951
1151
1314
1445
1550
1635
1703
639
862
1054
1216
1350
1460
1550
1625
1686
896
1161
1361
1509
1618
1700
782
1033
1233
1388
1507
1599
1671
692
927
1122
1279
1404
1503
1582
1645
618
838
1026
1181
1309
1413
1497
1565
1621
600
810
997
1160
1300
1419
1520
1606
1678
1739
579
786
970
1128
1262
1375
1470
1549
1615
1671
557
763
942
1095
1223
1329
1417
1490
1550
1600
546
745
923
1081
1220
1340
1444
1533
1609
1674
526
722
897
1050
1183
1297
1394
1477
1547
1606
506
698
869
1018
1145
1252
1342
1418
1481
1535
499
689
858
1011
1147
1267
1372
1463
1543
1612
479
666
832
981
1111
1225
1324
1409
1481
1544
460
643
806
949
1074
1181
1272
1350
1416
1472
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
641
801
948
1081
1199
1304
1397
1479
1551
599
751
892
1021
1137
1242
1335
1419
1493
560
706
841
966
1080
1184
1277
1361
1437
524
666
796
917
1028
1130
1223
1307
1383
492
630
755
871
980
1080
1172
1256
1311
463
598
717
830
936
1034
1124
1170
1170
569
683
792
895
991
1050
1050
1050
541
652
757
857
947
947
947
947
618
776
919
1046
1159
1258
1344
1419
1484
576
726
863
987
1098
1197
1284
1360
1427
539
682
814
934
1043
1140
1227
1304
1372
505
642
769
885
991
1088
1174
1251
1321
473
607
728
841
944
1039
1125
1202
1271
444
574
691
800
901
994
1078
1155
1170
545
658
763
861
952
1035
1050
1050
519
627
729
824
913
947
947
947
595
750
888
1010
1116
1208
1286
1354
1412
553
700
833
952
1056
1148
1227
1296
1355
516
656
784
899
1002
1092
1171
1241
1301
484
617
740
851
951
1041
1120
1189
1250
453
582
700
808
905
993
1071
1141
1202
425
550
663
768
863
949
1026
1095
1157
521
630
731
824
908
984
1050
1050
495
600
697
787
870
944
947
947
See page 2 for footnotes
46

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
875
1135
1330
1472
1576
1654
761
1008
1202
1351
1464
1551
1617
670
902
1092
1243
1361
1454
1527
1584
596
813
996
1146
1267
1363
1441
1504
1554
40 psf
853
1109
1298
1435
1533
1606
739
982
1171
1313
1420
1501
1562
648
877
1061
1205
1316
1403
1470
1522
575
789
966
1109
1222
1312
1383
1439
1484
50 psf
831
1083
1266
1396
1489
1557
717
956
1139
1274
1375
1450
1506
626
851
1029
1166
1270
1350
1411
1458
553
763
934
1070
1175
1257
1321
1372
1412
60 psf
809
1056
1233
1357
1444
1507
695
930
1105
1234
1328
1397
1448
604
825
996
1125
1221
1294
1349
1392
531
737
901
1028
1125
1200
1257
1301
1336
70 psf
787
1029
1199
1316
1398
1457
673
902
1071
1192
1279
1342
1389
582
797
961
1082
1171
1236
1286
1323
508
709
866
984
1073
1139
1189
1228
1258
80 psf
Span Length (ft-in.)
3'-0"
764
1001
1164
1275
1351
1405
650
874
1035
1148
1228
1286
1328
560
769
924
1037
1117
1176
1219
1252
486
681
829
937
1017
1075
1118
1151
1176
535
739
913
1060
1181
1280
1361
1427
1481
1526
514
714
883
1023
1137
1228
1301
1361
1409
1448
492
689
852
984
1090
1173
1238
1291
1333
1367
470
662
819
943
1039
1113
1171
1217
1253
1281
448
635
784
898
984
1050
1100
1138
1169
1192
425
607
746
849
925
982
1024
1055
1080
1099
485
675
841
984
1104
1203
1286
1355
1411
1459
463
650
812
948
1060
1151
1226
1287
1337
1378
441
625
781
909
1012
1095
1162
1215
1258
1293
419
599
748
867
961
1034
1092
1138
1174
1203
397
572
712
821
904
968
1017
1054
1084
1107
374
543
673
770
842
895
935
965
988
1006
440
620
778
916
1034
1133
1217
1287
1345
1395
420
595
749
880
990
1081
1156
1218
1270
1312
398
570
718
842
943
1024
1091
1144
1188
1223
376
544
685
799
890
962
1018
1063
1099
1128
354
517
649
752
831
892
939
975
1003
1026
331
487
608
699
765
814
851
878
900
916
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
572
723
855
970
1069
1153
1223
1283
1334
530
674
801
913
1010
1093
1164
1225
1277
493
630
753
861
956
1038
1109
1170
1223
461
591
709
814
907
987
1058
1119
1171
432
556
669
771
861
940
1010
1070
1123
405
524
633
731
819
897
965
1025
1077
495
600
695
780
856
923
982
1034
469
570
662
745
819
884
942
947
548
694
820
927
1017
1092
1154
1206
1249
506
645
767
870
958
1032
1094
1147
1190
470
602
718
819
905
977
1039
1091
1134
437
563
675
772
855
926
987
1038
1081
408
528
635
729
810
879
938
988
1031
382
496
599
689
768
835
893
942
984
468
566
653
729
794
850
898
939
442
536
620
693
756
810
856
896
523
663
782
880
960
1025
1078
1121
1157
481
615
728
822
900
964
1016
1059
1095
445
571
680
770
845
907
958
1000
1035
412
532
636
723
795
855
904
945
979
383
497
596
679
748
805
853
892
925
357
466
559
638
704
759
804
842
873
497
630
739
826
895
950
994
1029
1057
455
581
684
767
833
886
928
962
989
418
537
635
713
776
826
866
898
923
386
498
590
664
722
769
807
836
861
356
462
548
617
672
715
750
777
800
469
593
690
764
822
866
900
926
948
427
543
633
703
756
796
828
852
872
390
497
581
645
693
730
758
781
798
356
456
532
590
633
666
691
710
726
439
550
633
693
738
770
795
814
829
395
497
572
625
664
693
714
730
743
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

47
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB19
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
1078
1396
1636
1814
1945
2043
948
1251
1493
1681
1826
1939
2026
845
1130
1367
1559
1713
1836
1933
2012
760
1028
1257
1449
1607
1737
1843
1930
2001
691
941
1160
1350
1509
1644
1755
1849
1926
1991
632
866
1076
1260
1420
1556
1672
1770
1853
1924
578
802
1002
1180
1338
1474
1593
1694
1782
1857
746
936
1109
1263
1399
1518
1622
1713
1792
697
878
1044
1195
1329
1448
1554
1647
1728
654
827
986
1132
1265
1383
1489
1584
1667
615
780
934
1076
1205
1322
1428
1523
1609
578
739
886
1024
1150
1266
1371
1467
1553
544
701
843
976
1099
1213
1317
1413
1475
667
804
932
1052
1164
1267
1324
1324
636
767
892
1009
1118
1195
1195
1195
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
71
82
90
95
99
102
70
82
91
98
103
107
110
67
81
91
98
104
109
113
116
64
79
90
98
105
110
114
118
121
62
77
88
97
104
110
115
119
123
126
59
74
86
95
103
109
115
119
123
127
56
72
84
93
102
108
114
119
123
127
69
81
91
100
107
113
118
123
127
66
79
89
98
105
111
117
122
126
64
76
87
95
103
110
115
120
125
62
74
84
93
101
108
114
119
124
59
72
82
91
99
106
112
117
122
57
69
80
89
97
104
110
116
121
67
78
87
95
102
108
114
119
65
75
84
92
100
106
112
117
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1146
1485
1740
1930
2069
2174
1009
1331
1588
1789
1943
2062
2155
898
1202
1454
1659
1823
1953
2057
2140
809
1093
1337
1541
1710
1848
1961
2053
2128
1124
1459
1709
1892
2026
2126
987
1306
1557
1751
1900
2013
2101
876
1177
1424
1623
1780
1904
2002
2080
787
1068
1308
1506
1668
1799
1905
1991
2061
1102
1432
1677
1854
1983
2077
964
1280
1526
1713
1855
1963
2045
854
1151
1393
1585
1735
1853
1945
2018
765
1043
1278
1470
1624
1748
1848
1928
1993
735
1001
1235
1436
1606
1748
1867
1967
2049
2119
713
976
1206
1401
1565
1701
1813
1905
1982
2045
691
952
1177
1366
1522
1651
1755
1841
1911
1970
672
921
1145
1341
1510
1655
1778
1883
1971
2046
651
897
1117
1308
1471
1609
1725
1822
1904
1973
628
873
1088
1273
1429
1560
1668
1758
1833
1896
615
853
1066
1256
1423
1568
1694
1802
1895
1975
595
829
1039
1224
1385
1523
1642
1743
1829
1902
574
805
1011
1190
1344
1475
1586
1679
1758
1824
No Uplift
3'-0"
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
794
996
1180
1343
1488
1615
1726
1822
1906
742
934
1111
1271
1414
1541
1653
1752
1839
696
879
1049
1205
1345
1472
1584
1685
1774
654
830
993
1144
1282
1407
1520
1621
1711
614
786
943
1089
1223
1347
1459
1560
1652
579
746
897
1038
1169
1291
1401
1475
1475
710
855
992
1119
1238
1324
1324
1324
677
816
949
1073
1189
1195
1195
1195
770
970
1148
1306
1444
1564
1667
1756
1833
719
908
1081
1235
1371
1491
1596
1687
1767
673
854
1020
1170
1304
1424
1529
1622
1703
632
805
965
1110
1242
1360
1466
1559
1642
595
761
915
1056
1185
1302
1406
1500
1584
559
721
869
1006
1132
1247
1351
1444
1475
685
827
960
1083
1196
1299
1324
1324
652
789
918
1038
1148
1195
1195
1195
747
942
1116
1267
1398
1509
1605
1686
1755
695
881
1049
1197
1326
1438
1534
1618
1689
650
827
989
1133
1260
1371
1468
1553
1626
609
779
934
1074
1199
1309
1407
1492
1566
573
735
885
1021
1143
1252
1348
1434
1509
540
696
840
971
1091
1198
1294
1379
1455
660
799
926
1043
1148
1243
1324
1324
627
761
885
998
1102
1195
1195
1195
See page 2 for footnotes
48

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
1080
1406
1644
1815
1938
2028
942
1253
1493
1674
1810
1911
1989
832
1125
1362
1546
1690
1800
1886
1954
742
1018
1247
1432
1579
1696
1788
1862
1921
40 psf
1057
1378
1610
1775
1892
1977
920
1226
1460
1634
1763
1859
1931
810
1099
1329
1507
1642
1746
1826
1888
720
992
1215
1392
1532
1641
1726
1794
1848
50 psf
1035
1351
1576
1735
1846
1926
897
1199
1426
1593
1715
1805
1872
787
1072
1295
1465
1593
1690
1764
1821
698
965
1182
1351
1482
1584
1662
1724
1772
60 psf
1012
1323
1542
1693
1799
1874
874
1171
1391
1550
1665
1749
1812
764
1045
1261
1422
1543
1632
1700
1752
675
938
1147
1308
1431
1524
1595
1651
1694
70 psf
989
1295
1506
1651
1751
1822
852
1143
1355
1507
1615
1693
1750
742
1017
1225
1378
1490
1573
1634
1681
652
910
1111
1263
1376
1461
1526
1575
1613
80 psf
Span Length (ft-in.)
3'-0"
966
1266
1470
1608
1702
1768
829
1114
1319
1462
1563
1635
1687
719
988
1187
1331
1435
1511
1566
1608
629
881
1073
1215
1319
1396
1453
1497
1530
668
926
1146
1329
1478
1598
1695
1774
1838
1891
646
901
1115
1290
1431
1543
1633
1704
1762
1809
624
875
1082
1249
1381
1485
1567
1631
1683
1725
601
848
1048
1206
1329
1424
1497
1555
1601
1637
578
820
1012
1160
1273
1359
1424
1475
1515
1546
555
791
974
1112
1214
1290
1348
1391
1425
1452
606
848
1059
1237
1385
1508
1608
1691
1759
1815
584
823
1028
1199
1339
1453
1545
1620
1681
1731
562
797
996
1158
1289
1394
1478
1544
1598
1642
539
770
962
1115
1236
1331
1406
1465
1512
1550
517
743
926
1069
1180
1264
1330
1381
1421
1453
494
714
887
1019
1118
1192
1249
1292
1325
1352
554
781
982
1155
1301
1424
1527
1612
1683
1742
532
756
951
1117
1256
1369
1463
1540
1603
1655
509
730
920
1077
1206
1310
1395
1463
1518
1563
487
704
886
1034
1153
1247
1321
1380
1428
1466
464
676
850
987
1094
1177
1242
1292
1332
1364
441
647
810
936
1030
1102
1156
1197
1230
1255
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
722
914
1081
1225
1347
1451
1537
1610
1672
671
853
1015
1156
1277
1380
1468
1542
1605
626
800
955
1092
1211
1314
1402
1478
1542
585
752
902
1035
1151
1253
1341
1417
1482
549
708
853
982
1096
1196
1283
1359
1425
517
669
808
933
1045
1143
1230
1305
1371
634
767
889
998
1094
1179
1254
1320
601
730
848
954
1048
1132
1195
1195
698
884
1044
1180
1293
1387
1465
1529
1583
646
824
979
1111
1223
1316
1395
1460
1515
601
771
920
1048
1158
1251
1329
1395
1450
561
723
866
991
1098
1190
1267
1333
1389
525
680
818
938
1043
1133
1210
1275
1331
493
641
773
890
992
1080
1156
1220
1276
605
733
846
945
1031
1105
1169
1223
573
696
805
901
985
1057
1120
1174
672
852
1005
1131
1234
1318
1386
1442
1488
621
793
939
1062
1163
1246
1315
1371
1417
576
740
880
999
1098
1180
1247
1303
1350
536
692
827
942
1038
1118
1184
1239
1285
500
649
778
889
982
1060
1125
1179
1224
468
610
734
841
930
1006
1069
1122
1166
575
694
796
882
955
1016
1068
1110
542
656
754
838
908
966
1016
1057
646
819
961
1077
1169
1242
1301
1348
1387
595
759
896
1007
1097
1168
1226
1273
1311
550
706
837
943
1030
1100
1156
1202
1239
510
658
783
885
968
1035
1090
1134
1170
474
615
733
831
910
975
1027
1069
1104
441
575
688
781
856
917
967
1007
1040
618
782
914
1017
1097
1159
1208
1247
1278
567
722
847
945
1022
1082
1129
1166
1196
521
668
786
879
952
1009
1054
1089
1117
481
619
731
818
886
940
982
1015
1041
445
575
679
761
824
873
912
943
967
588
742
860
949
1017
1068
1107
1138
1162
537
681
791
874
937
985
1021
1050
1072
491
625
727
804
862
905
938
964
984
449
574
668
737
789
828
858
880
898
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

49
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB18
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
1249
1623
1900
2101
2246
2353
1100
1459
1739
1954
2117
2241
2336
981
1319
1597
1818
1992
2128
2236
2321
883
1201
1471
1693
1874
2020
2137
2233
2310
803
1101
1360
1580
1764
1916
2041
2144
2230
2301
735
1015
1263
1478
1663
1818
1949
2058
2150
2228
676
940
1177
1387
1569
1726
1861
1975
2072
2155
875
1101
1304
1484
1641
1777
1895
1996
2083
818
1034
1230
1406
1561
1698
1818
1923
2014
768
974
1163
1334
1488
1625
1746
1852
1946
723
920
1102
1268
1419
1555
1677
1785
1881
682
871
1046
1208
1356
1491
1612
1721
1818
643
827
996
1153
1298
1430
1551
1660
1758
787
949
1102
1243
1374
1493
1602
1603
751
907
1055
1193
1321
1439
1447
1447
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
PNEUTEK K64
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
88
104
114
122
127
131
86
103
116
124
131
136
140
82
101
115
125
132
138
143
147
79
99
113
124
133
139
145
150
154
75
96
111
123
132
139
146
151
155
159
71
92
108
120
130
138
145
151
156
160
68
89
105
118
128
137
144
150
156
160
86
102
115
126
135
143
149
155
160
82
99
112
123
133
141
148
154
159
79
96
109
121
130
138
146
152
158
76
93
106
118
128
136
144
150
156
74
90
103
115
125
134
141
148
154
71
87
101
112
122
131
139
146
152
84
98
109
120
129
137
144
150
82
95
107
117
126
134
141
148
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1170
1552
1850
2079
2252
2384
2485
1043
1404
1698
1934
2119
2264
2379
2470
940
1278
1565
1801
1993
2149
2274
2375
2457
1303
1696
1984
2190
2339
2448
1145
1522
1814
2035
2200
2326
2421
1018
1374
1663
1890
2068
2206
2313
2398
914
1249
1530
1759
1943
2090
2208
2302
2378
1277
1666
1946
2145
2288
2391
1119
1492
1776
1989
2148
2266
2356
993
1345
1626
1846
2015
2145
2246
2325
889
1220
1495
1716
1891
2030
2140
2227
2297
854
1171
1447
1681
1877
2038
2172
2281
2372
2448
829
1143
1414
1640
1828
1981
2106
2208
2292
2361
804
1114
1379
1598
1777
1921
2038
2132
2208
2271
782
1079
1344
1573
1769
1934
2073
2190
2287
2370
757
1052
1311
1534
1721
1878
2009
2117
2207
2282
732
1024
1277
1492
1672
1819
1941
2040
2122
2190
719
1000
1252
1475
1669
1836
1979
2101
2204
2292
695
973
1221
1437
1624
1782
1916
2029
2124
2204
671
945
1188
1397
1575
1724
1849
1953
2039
2112
No Uplift
3'-0"
1328
1727
2021
2235
2390
2504
10 psf
Span Length (ft-in.)
20 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
931
1172
1388
1579
1746
1890
2016
2124
2216
870
1100
1308
1495
1661
1807
1934
2046
2142
817
1036
1237
1419
1583
1728
1857
1971
2071
769
978
1172
1349
1510
1655
1784
1899
2001
726
926
1113
1285
1443
1586
1715
1831
1934
684
880
1059
1226
1380
1521
1650
1766
1787
837
1010
1172
1323
1461
1588
1603
1603
798
965
1122
1269
1405
1447
1447
1447
904
1141
1351
1534
1693
1829
1945
2044
2129
844
1069
1272
1452
1610
1747
1865
1967
2055
790
1006
1202
1378
1533
1670
1790
1894
1985
743
949
1138
1309
1462
1598
1718
1824
1917
701
898
1080
1246
1396
1531
1651
1758
1852
661
851
1027
1188
1335
1468
1588
1695
1787
809
978
1135
1279
1410
1528
1603
1603
770
934
1086
1226
1355
1447
1447
1447
877
1108
1312
1487
1636
1763
1870
1959
2035
817
1038
1235
1407
1555
1682
1791
1883
1962
763
975
1165
1333
1480
1607
1716
1811
1892
716
918
1102
1265
1410
1536
1646
1742
1825
674
867
1044
1204
1345
1471
1581
1677
1761
636
821
992
1147
1286
1409
1519
1615
1700
780
944
1094
1230
1352
1460
1557
1603
741
900
1046
1179
1298
1406
1447
1447
See page 2 for footnotes
50

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
1252
1634
1907
2099
2235
2333
1094
1461
1738
1943
2094
2206
2289
967
1315
1589
1800
1961
2083
2177
2250
864
1191
1458
1671
1837
1967
2069
2149
2213
40 psf
1226
1603
1868
2053
2182
2274
1068
1430
1699
1896
2039
2143
2222
942
1284
1551
1753
1905
2019
2106
2173
838
1161
1420
1624
1781
1902
1996
2069
2127
50 psf
1200
1571
1828
2005
2127
2214
1042
1398
1659
1847
1982
2080
2152
916
1253
1511
1704
1846
1953
2033
2094
813
1130
1381
1575
1722
1834
1919
1986
2038
60 psf
1174
1538
1787
1956
2072
2153
1016
1365
1618
1797
1924
2015
2082
890
1220
1470
1653
1786
1884
1958
2013
787
1098
1340
1523
1660
1763
1840
1900
1946
70 psf
1148
1505
1745
1906
2016
2092
990
1332
1576
1745
1864
1948
2010
864
1188
1427
1600
1724
1814
1880
1930
761
1065
1297
1469
1596
1689
1758
1811
1852
80 psf
Span Length (ft-in.)
3'-0"
1122
1471
1703
1855
1958
2029
964
1298
1532
1692
1802
1880
1936
837
1154
1383
1545
1659
1741
1801
1845
734
1031
1253
1413
1528
1611
1673
1719
1755
778
1085
1343
1554
1723
1858
1966
2052
2122
2178
753
1056
1306
1508
1667
1792
1891
1969
2032
2082
727
1025
1268
1459
1608
1723
1813
1883
1938
1983
701
994
1227
1407
1545
1650
1730
1793
1841
1880
675
961
1184
1353
1479
1573
1644
1698
1740
1774
649
927
1139
1294
1408
1491
1553
1600
1636
1664
706
995
1242
1449
1619
1757
1869
1960
2034
2095
681
965
1206
1404
1563
1691
1793
1875
1941
1995
656
935
1168
1355
1504
1621
1713
1785
1844
1890
630
904
1128
1304
1440
1546
1627
1691
1741
1782
604
872
1085
1248
1372
1465
1537
1592
1634
1668
577
838
1038
1188
1298
1380
1440
1487
1522
1550
646
917
1154
1355
1524
1663
1777
1872
1949
2014
620
888
1118
1310
1468
1597
1701
1785
1854
1911
595
858
1080
1262
1409
1526
1619
1694
1753
1802
569
827
1040
1211
1345
1449
1531
1595
1647
1688
543
794
997
1154
1274
1366
1436
1491
1533
1567
517
760
950
1092
1197
1276
1334
1379
1413
1440
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
849
1075
1271
1437
1576
1692
1788
1869
1936
789
1005
1194
1357
1495
1612
1710
1792
1862
736
943
1125
1284
1421
1537
1636
1720
1791
689
887
1063
1218
1352
1468
1567
1651
1723
647
836
1006
1157
1289
1403
1501
1586
1659
609
790
954
1101
1230
1342
1440
1525
1598
749
907
1049
1175
1286
1383
1467
1540
711
863
1001
1124
1233
1328
1412
1447
820
1040
1226
1382
1510
1615
1701
1772
1830
760
970
1151
1303
1430
1535
1622
1694
1754
708
908
1083
1231
1356
1460
1547
1620
1681
661
853
1021
1165
1287
1391
1477
1550
1611
619
802
964
1104
1224
1326
1412
1484
1545
582
757
913
1049
1165
1265
1350
1422
1483
716
866
997
1111
1209
1292
1363
1423
678
822
950
1060
1155
1237
1307
1366
790
1002
1179
1323
1438
1532
1607
1668
1718
731
933
1103
1244
1358
1450
1526
1587
1637
678
872
1035
1171
1283
1374
1449
1510
1560
632
816
973
1105
1214
1304
1377
1437
1487
590
766
917
1044
1150
1237
1309
1368
1417
552
720
865
988
1090
1175
1245
1303
1351
679
818
936
1034
1116
1184
1240
1287
641
774
887
982
1061
1126
1181
1226
759
962
1127
1257
1360
1441
1505
1556
1597
700
893
1051
1177
1278
1357
1420
1471
1511
648
831
982
1104
1201
1278
1340
1389
1429
601
776
920
1036
1129
1204
1263
1311
1350
559
725
862
973
1063
1134
1191
1237
1274
521
679
809
915
1000
1067
1121
1165
1200
637
760
860
940
1004
1055
1096
1129
598
715
809
884
943
991
1029
1059
727
919
1069
1185
1274
1342
1395
1437
1470
667
849
992
1103
1188
1253
1304
1344
1376
615
786
921
1026
1107
1169
1217
1255
1285
567
729
856
955
1031
1089
1134
1169
1198
525
677
796
888
958
1012
1054
1086
1112
486
629
740
824
889
938
976
1005
1028
692
870
1004
1104
1178
1233
1276
1308
1333
632
799
924
1017
1086
1137
1177
1207
1230
578
734
850
935
998
1045
1081
1108
1129
530
674
780
857
914
956
987
1011
1030
486
618
713
782
832
868
895
916
931
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

51
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
DIAPHRAGM TABLES
1.5PLB with Pneutek K66
1.5PLB22
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
518
653
742
801
841
869
462
597
693
760
806
840
865
415
548
646
719
771
810
839
861
377
504
603
679
736
780
813
838
859
344
466
564
642
703
750
786
815
838
856
316
432
529
607
670
720
760
791
817
837
289
403
497
575
639
691
733
767
795
818
377
468
545
610
664
708
744
774
799
353
442
518
583
637
683
721
752
779
333
418
493
557
612
659
698
731
760
314
396
469
533
588
636
676
711
740
296
377
448
511
566
614
655
691
721
279
359
428
490
544
592
634
671
703
342
409
470
524
572
615
652
684
327
392
452
505
553
596
633
667
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
8
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
11
11
12
12
11
12
12
12
12
13
13
13
13
12
12
13
13
13
14
14
14
14
14
12
13
14
14
14
15
15
15
15
15
13
14
14
15
15
16
16
16
16
16
14
15
16
16
16
17
17
17
17
15
16
16
17
17
18
18
18
18
15
16
17
18
18
18
19
19
19
15
17
17
18
19
19
19
20
20
15
17
18
19
19
20
20
21
21
16
17
18
19
20
20
21
21
22
17
19
20
20
21
21
22
22
18
19
20
21
21
22
22
23
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
551
695
790
853
895
924
491
635
737
808
858
894
920
442
583
688
764
820
862
893
916
401
536
642
723
783
829
865
892
913
520
656
743
798
835
860
460
597
689
752
794
824
845
411
545
640
707
755
789
813
832
370
499
595
665
717
754
782
803
819
488
616
694
742
772
793
428
556
639
692
727
751
768
379
504
589
645
684
710
730
743
338
459
544
602
643
672
693
708
720
366
495
600
683
747
797
836
867
891
911
335
459
554
626
680
721
751
774
793
807
303
419
503
563
605
635
657
674
686
696
336
460
563
646
713
766
808
842
869
891
306
424
518
590
646
688
721
746
766
782
274
384
467
526
569
600
623
640
654
664
307
428
529
612
680
735
780
816
846
870
280
393
485
557
614
658
692
719
741
758
249
354
434
493
536
567
591
609
622
633
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
401
498
580
649
706
753
791
823
850
376
470
551
620
678
726
767
800
829
354
445
524
593
651
701
743
778
808
334
422
499
567
626
676
719
756
787
314
401
476
543
602
653
697
735
767
297
381
455
521
579
630
675
714
747
364
435
500
558
609
654
693
728
348
417
481
538
589
634
674
709
365
455
527
584
629
665
693
716
734
341
428
499
556
602
638
668
692
711
320
403
473
530
576
613
644
668
689
300
381
449
505
552
590
621
646
667
283
361
427
483
529
567
598
624
646
267
342
407
462
508
546
577
604
626
325
388
442
487
525
557
584
606
309
371
424
468
506
538
565
587
327
404
462
504
536
560
578
592
603
303
377
433
476
507
531
549
563
574
281
353
407
448
479
503
521
535
546
262
331
383
423
453
476
494
508
518
245
310
361
399
429
451
468
481
492
229
292
340
377
405
427
443
456
466
274
321
356
383
403
419
431
441
258
302
336
361
381
395
407
416
See page 2 for footnotes
52

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
456
574
642
682
708
724
396
513
585
628
656
674
687
346
461
533
578
607
627
641
651
305
415
486
532
562
582
596
607
614
40 psf
422
530
587
620
640
653
362
467
526
560
581
594
603
312
412
470
504
525
538
547
554
270
365
419
452
471
484
493
499
503
50 psf
388
482
530
555
570
580
326
416
462
487
501
511
517
275
358
400
422
435
443
449
453
232
305
341
360
371
378
382
385
387
241
340
406
449
478
498
512
522
530
536
205
285
330
355
371
381
388
392
396
398
161
209
230
239
244
247
249
251
252
252
216
308
371
413
440
459
473
482
490
495
179
250
288
310
323
331
336
340
343
345
128
161
172
177
180
181
182
183
183
184
60 psf
351
431
468
487
498
504
287
360
392
409
418
423
427
234
294
320
332
339
343
346
348
186
231
249
257
261
263
265
266
267
271
375
444
489
519
539
553
564
572
577
235
323
373
402
420
432
440
445
449
452
195
257
285
300
308
313
316
318
320
321
140
167
176
180
181
182
183
184
184
184
70 psf
312
376
403
416
423
427
244
296
315
325
330
332
334
183
217
229
234
236
238
239
239
121
135
139
141
141
142
142
142
142
80 psf
Span Length (ft-in.)
3'-0"
269
316
333
341
345
348
193
222
232
235
237
239
239
115
124
127
128
128
128
128
129
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
281
339
378
404
422
434
443
450
455
256
310
346
370
386
397
405
411
416
233
283
315
336
350
360
367
373
377
212
257
285
304
316
324
330
335
338
192
232
256
271
281
288
293
296
299
173
207
227
239
247
252
256
258
260
181
197
206
211
215
218
220
221
155
165
171
175
178
179
180
181
217
248
265
275
281
285
288
290
291
184
208
220
227
231
233
235
236
237
150
166
173
177
179
181
182
182
183
113
121
124
126
127
127
128
128
128
107
111
112
113
114
114
114
114
114
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

53
1.5PLB20
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
672
848
957
1026
1070
1100
601
781
900
979
1033
1070
1096
542
720
845
933
994
1038
1069
1093
493
665
794
887
955
1004
1041
1069
1091
451
617
746
843
916
971
1012
1044
1069
1089
415
574
702
802
878
937
983
1018
1046
1069
384
536
662
763
842
904
953
992
1023
1048
502
625
726
807
872
924
966
1000
1027
472
592
692
774
841
896
940
976
1006
445
561
660
743
811
868
914
953
985
421
533
630
713
782
840
889
929
963
399
507
603
685
755
814
864
906
942
379
484
577
658
729
789
840
883
921
462
553
634
704
764
816
861
900
442
531
610
680
741
794
839
879
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
13
13
14
14
14
14
14
15
16
16
16
16
16
16
17
17
18
18
18
18
18
17
18
19
19
20
20
20
20
20
17
19
20
21
21
21
22
22
22
22
18
20
21
22
22
23
23
24
24
24
18
21
22
23
24
24
25
25
25
26
21
23
24
25
26
26
26
27
27
22
24
25
26
27
27
28
28
28
22
24
26
27
28
28
29
29
30
22
25
26
28
29
29
30
30
31
23
25
27
28
29
30
31
32
32
23
25
27
29
30
31
32
32
33
26
28
29
31
32
33
33
34
26
28
30
31
32
33
34
35
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
715
902
1018
1091
1139
1170
640
830
957
1042
1099
1138
1166
577
766
899
992
1057
1104
1138
1163
524
708
844
944
1016
1068
1108
1137
1160
682
860
967
1032
1074
1101
607
789
905
980
1029
1063
1086
545
724
846
929
985
1024
1052
1072
492
667
792
880
941
985
1017
1041
1059
649
817
914
971
1007
1031
574
745
850
915
957
985
1004
511
681
790
861
908
940
962
979
459
624
736
811
861
896
921
940
953
480
656
794
897
975
1033
1077
1111
1137
1158
447
616
742
833
899
947
983
1009
1030
1046
415
574
686
763
817
854
882
902
917
928
441
611
747
853
934
997
1046
1083
1113
1137
409
572
697
790
859
910
949
978
1001
1019
377
530
641
719
775
814
843
865
881
894
409
570
704
811
896
962
1014
1056
1089
1115
377
532
655
749
821
875
916
948
973
992
344
490
600
678
735
776
806
829
846
860
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
534
665
772
859
928
983
1028
1064
1093
502
629
736
823
895
953
1000
1039
1070
474
597
702
790
863
923
973
1014
1047
448
567
670
758
832
894
946
989
1025
424
540
641
729
803
866
919
964
1002
403
515
614
700
775
839
893
940
979
492
589
674
749
813
869
916
957
471
565
649
723
788
844
893
935
497
617
711
784
841
884
918
945
966
465
583
676
750
808
853
889
917
940
437
551
644
718
777
823
861
890
914
412
522
614
688
747
795
833
864
889
389
496
586
659
719
768
807
839
865
368
472
560
633
693
742
782
815
842
449
535
608
667
717
757
791
819
429
513
584
644
693
734
768
797
456
562
641
698
740
771
794
813
827
425
528
606
663
705
737
761
780
794
397
497
573
630
673
705
729
748
763
372
469
543
599
642
674
698
717
733
349
443
515
570
612
644
669
688
703
328
419
489
543
584
616
640
659
674
397
465
517
558
589
612
631
646
376
442
493
532
563
586
604
619
See page 2 for footnotes
54

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
615
772
859
908
939
958
540
699
792
847
882
904
920
477
634
730
789
827
852
869
882
425
577
674
735
775
802
820
834
844
40 psf
580
725
801
843
868
884
504
650
730
776
803
821
833
442
584
665
712
741
760
773
782
389
526
606
653
682
701
714
723
730
50 psf
544
676
741
776
796
809
468
598
664
700
722
735
744
404
529
594
629
650
664
672
679
351
468
529
562
582
594
603
608
612
60 psf
507
624
678
706
722
732
429
541
594
621
637
646
653
364
468
516
541
555
563
569
573
309
400
442
463
474
481
486
489
491
310
443
535
595
636
664
684
699
709
718
274
387
455
496
521
538
549
556
562
566
232
315
355
376
388
395
399
403
405
406
173
213
227
233
236
237
238
239
240
240
70 psf
467
569
612
634
646
653
387
480
519
538
549
555
559
319
398
430
446
454
459
462
464
259
321
344
354
360
363
365
366
367
426
510
544
559
568
573
342
412
439
451
458
462
464
267
319
337
344
348
351
352
353
195
224
233
236
238
239
240
240
240
381
527
623
685
726
754
773
787
798
806
345
474
551
597
626
645
658
666
673
678
306
413
468
498
516
527
534
539
543
545
260
338
371
387
395
400
404
406
408
409
202
243
256
262
265
266
267
268
268
269
115
123
125
125
126
126
126
126
126
126
343
483
577
639
680
708
728
742
753
761
307
429
502
545
573
590
602
611
617
622
266
362
411
437
451
461
467
471
474
476
216
276
300
310
316
319
321
323
324
325
142
160
165
167
168
168
169
169
169
169
80 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
408
496
555
595
623
642
656
667
675
377
461
517
556
582
601
615
625
633
349
428
482
519
544
562
575
585
592
323
398
449
483
507
524
536
545
552
299
370
417
449
471
486
497
506
512
278
343
387
416
435
449
459
467
472
318
357
383
401
413
422
428
433
293
328
351
366
377
384
390
394
350
412
449
471
486
496
503
508
511
316
371
403
423
435
444
450
454
457
283
332
359
375
385
392
397
400
402
252
292
314
327
335
340
344
346
348
221
253
269
278
284
288
290
292
293
189
212
223
229
232
235
236
237
238
168
174
177
179
180
181
182
182
120
123
124
125
125
125
126
126
269
300
316
324
329
332
334
336
337
223
244
254
259
262
264
266
267
267
173
185
191
193
195
196
196
197
197
118
122
124
125
125
126
126
126
126
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
145
150
152
153
154
154
154
155
155
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

55
1.5PLB19
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
821
1035
1163
1241
1291
1324
736
956
1098
1189
1250
1291
1320
665
884
1035
1137
1207
1256
1291
1317
605
820
975
1085
1163
1219
1260
1291
1314
554
762
919
1035
1119
1182
1228
1264
1291
1312
510
710
867
986
1076
1144
1196
1235
1266
1291
473
664
819
940
1034
1107
1163
1207
1241
1269
623
775
897
994
1070
1130
1177
1215
1246
586
735
857
955
1034
1097
1148
1189
1222
553
698
819
918
999
1065
1119
1163
1199
523
664
783
883
966
1034
1090
1136
1175
496
632
750
850
934
1004
1062
1110
1151
472
604
719
818
903
974
1034
1084
1127
577
690
789
873
946
1007
1059
1103
553
663
761
845
918
981
1034
1080
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
18
19
20
20
20
21
20
22
22
23
23
23
24
22
24
25
25
26
26
26
26
23
25
27
28
28
28
29
29
29
24
27
28
29
30
31
31
31
32
32
25
28
30
31
32
33
33
34
34
34
25
29
31
33
34
35
35
36
36
37
30
32
34
35
36
37
38
38
39
30
33
35
37
38
39
39
40
41
31
34
36
38
39
40
41
42
42
31
34
37
39
40
42
43
43
44
31
35
38
40
41
43
44
45
45
31
35
38
41
42
44
45
46
47
35
39
41
43
45
46
47
48
35
39
42
44
46
47
48
49
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
873
1101
1238
1321
1374
1409
783
1017
1168
1265
1330
1374
1404
708
941
1101
1209
1284
1336
1373
1401
644
872
1037
1154
1237
1297
1341
1373
1398
839
1057
1183
1259
1306
1337
749
973
1112
1200
1256
1294
1321
674
897
1045
1142
1207
1252
1283
1306
610
829
981
1086
1158
1209
1245
1272
1292
805
1012
1127
1195
1236
1263
715
927
1054
1132
1181
1213
1236
640
851
986
1071
1126
1164
1190
1209
576
784
922
1013
1074
1116
1145
1167
1183
590
810
978
1101
1191
1257
1307
1344
1373
1396
556
768
923
1032
1110
1166
1207
1237
1261
1279
523
724
863
958
1023
1069
1101
1125
1143
1157
543
756
922
1049
1145
1217
1272
1314
1347
1373
510
714
869
982
1064
1124
1169
1203
1229
1249
477
670
810
907
975
1024
1059
1085
1104
1119
503
707
871
1001
1100
1177
1237
1284
1320
1350
470
666
819
934
1020
1084
1132
1169
1197
1220
437
623
760
859
929
980
1017
1045
1066
1083
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
663
825
955
1057
1138
1202
1253
1293
1325
624
782
911
1016
1100
1167
1221
1265
1300
589
742
871
977
1063
1133
1190
1237
1275
557
706
833
940
1028
1100
1160
1209
1250
528
673
798
904
993
1068
1130
1181
1224
502
642
765
871
961
1036
1100
1154
1199
614
734
839
929
1006
1071
1127
1174
588
706
809
899
977
1043
1100
1149
623
773
889
977
1044
1096
1135
1166
1191
585
732
847
937
1006
1060
1102
1135
1162
550
693
808
899
970
1026
1070
1105
1133
519
658
772
863
936
993
1039
1076
1105
491
626
738
829
902
961
1009
1047
1078
465
596
707
797
871
931
979
1019
1051
569
677
767
841
902
951
992
1025
544
650
739
813
874
924
965
1000
580
716
814
886
939
977
1007
1029
1046
543
674
773
845
899
939
970
993
1011
509
637
734
807
861
902
934
958
977
478
603
698
771
826
867
899
924
943
450
571
665
737
791
833
865
891
911
425
542
634
705
759
801
833
859
879
515
605
674
728
770
802
828
848
490
578
646
699
740
772
798
818
See page 2 for footnotes
56

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
770
965
1070
1129
1165
1188
680
879
993
1061
1103
1130
1149
605
803
923
996
1042
1073
1094
1109
541
735
858
935
985
1018
1041
1058
1070
40 psf
734
916
1010
1062
1093
1112
644
829
930
987
1022
1044
1060
568
751
856
917
954
979
995
1007
505
683
788
851
890
915
933
945
954
50 psf
697
865
948
993
1019
1035
606
775
863
911
939
957
969
530
696
784
833
862
881
893
902
467
625
711
760
789
808
820
829
835
60 psf
659
812
884
922
943
957
567
719
792
831
853
867
876
491
636
707
745
766
780
789
795
426
561
627
663
683
695
703
709
713
70 psf
619
757
818
849
866
877
526
658
718
748
765
775
782
448
570
624
651
666
675
681
685
380
488
535
557
570
577
582
585
588
80 psf
Span Length (ft-in.)
3'-0"
578
699
750
774
788
796
482
594
640
662
674
681
686
400
496
535
552
562
568
571
574
328
404
432
445
451
455
458
459
460
488
675
798
877
930
965
990
1008
1021
1031
451
622
726
789
828
854
872
885
894
901
413
562
645
691
719
737
749
757
763
767
370
493
553
584
601
612
619
624
627
630
321
411
448
465
475
480
484
486
488
489
260
312
329
336
340
342
344
345
345
346
442
622
744
824
878
914
940
959
973
984
405
568
669
731
770
796
814
826
835
842
366
506
582
626
651
668
679
686
692
696
322
430
481
507
521
530
535
539
542
544
267
336
362
373
379
383
385
386
387
388
189
216
223
226
227
228
229
229
229
229
402
575
694
774
828
866
892
912
926
937
366
520
616
676
714
739
757
769
778
785
325
454
524
563
586
600
610
616
621
625
278
370
411
431
442
448
452
455
457
458
213
259
273
279
283
284
286
286
287
287
105
110
111
112
112
112
112
112
112
112
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
533
649
728
782
819
846
866
881
892
495
607
684
738
775
802
822
836
848
461
569
644
696
733
759
778
793
804
430
533
606
656
692
718
737
751
762
402
501
570
619
653
678
696
709
720
376
470
536
583
615
639
656
669
679
442
504
548
579
601
617
629
638
415
474
515
543
563
578
590
598
476
568
625
661
685
701
713
721
728
437
523
576
610
632
647
658
666
671
401
481
529
560
580
594
604
611
616
368
440
484
512
529
541
550
556
561
336
402
440
464
479
489
497
502
506
307
364
397
417
429
438
443
447
451
326
353
369
379
385
390
393
395
288
309
321
328
333
336
338
340
406
468
502
521
534
542
547
551
554
361
414
442
458
468
474
478
481
484
317
360
382
394
401
406
409
412
413
273
306
321
330
335
338
340
341
343
228
249
259
264
267
269
270
271
271
177
189
193
196
197
198
199
199
199
124
125
126
126
127
127
127
127
311
341
354
362
366
369
371
372
373
250
268
276
281
283
284
285
286
287
183
192
196
197
198
199
199
200
200
109
111
111
112
112
112
112
112
112
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
175
181
183
184
185
185
185
185
185
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

57
1.5PLB18
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
962
1213
1359
1447
1502
1538
864
1123
1286
1389
1456
1502
1534
782
1040
1214
1330
1409
1463
1502
1531
712
965
1146
1272
1360
1423
1468
1502
1528
652
898
1082
1215
1311
1381
1433
1472
1502
1526
601
838
1022
1160
1263
1339
1397
1441
1476
1502
557
785
967
1108
1216
1298
1361
1409
1448
1478
737
916
1058
1170
1256
1324
1377
1419
1453
694
869
1012
1126
1216
1288
1345
1390
1427
655
826
968
1083
1177
1252
1312
1361
1401
620
786
927
1043
1139
1216
1280
1332
1374
588
750
888
1005
1102
1182
1248
1302
1348
559
716
852
969
1066
1148
1216
1273
1321
685
819
934
1033
1116
1186
1245
1295
656
787
902
1000
1084
1156
1217
1268
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
25
26
27
27
28
28
27
29
30
31
31
32
32
29
32
33
34
35
35
35
36
30
34
36
37
38
38
39
39
39
31
36
38
39
40
41
42
42
43
43
32
37
40
42
43
44
45
45
46
46
32
38
41
44
45
46
47
48
48
49
39
43
45
47
48
50
50
51
52
40
44
47
49
50
52
53
53
54
40
45
48
50
52
54
55
56
56
40
45
49
52
54
55
57
58
58
40
46
50
53
55
57
58
59
60
40
46
50
54
56
58
60
61
62
46
51
54
57
59
61
62
64
47
51
55
58
60
62
64
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
920
1194
1368
1478
1549
1598
1632
832
1106
1292
1415
1499
1557
1598
1628
757
1027
1219
1353
1447
1514
1562
1598
1626
989
1244
1389
1475
1528
1562
885
1148
1310
1409
1473
1516
1546
797
1061
1233
1345
1419
1469
1505
1531
723
982
1161
1282
1364
1422
1463
1493
1516
953
1197
1331
1409
1456
1487
849
1101
1249
1339
1395
1433
1458
762
1013
1172
1271
1336
1379
1409
1431
688
935
1099
1206
1277
1326
1360
1385
1404
694
956
1151
1293
1395
1469
1525
1566
1598
1623
660
912
1094
1221
1311
1374
1421
1456
1482
1502
625
866
1032
1144
1221
1274
1312
1340
1361
1377
639
892
1087
1234
1343
1425
1486
1533
1570
1598
606
849
1031
1163
1258
1328
1379
1418
1447
1470
571
804
970
1086
1167
1224
1265
1296
1319
1337
592
835
1029
1179
1293
1380
1447
1499
1540
1572
559
793
974
1109
1208
1282
1338
1380
1413
1438
525
748
913
1031
1115
1176
1220
1253
1278
1297
No Uplift
3'-0"
1024
1290
1446
1539
1598
1636
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
784
975
1126
1244
1337
1408
1465
1510
1546
738
925
1076
1198
1294
1370
1430
1479
1518
697
879
1030
1153
1252
1331
1396
1448
1490
660
837
986
1110
1211
1294
1361
1417
1462
626
798
945
1069
1172
1257
1327
1386
1434
595
762
907
1030
1134
1222
1294
1355
1405
729
871
994
1098
1187
1262
1324
1377
698
838
959
1064
1153
1230
1294
1349
743
921
1057
1160
1238
1297
1343
1378
1406
698
872
1009
1114
1195
1257
1306
1344
1374
657
828
964
1071
1154
1219
1270
1310
1343
621
787
922
1029
1114
1181
1235
1277
1312
587
749
882
990
1076
1145
1201
1245
1281
557
714
845
953
1040
1111
1167
1214
1251
682
811
918
1006
1077
1135
1183
1222
652
779
885
973
1045
1104
1153
1193
699
861
980
1066
1129
1175
1210
1237
1258
654
814
932
1020
1084
1133
1169
1198
1220
614
770
888
976
1042
1092
1130
1159
1182
578
730
846
935
1001
1052
1091
1122
1146
546
693
807
895
963
1014
1054
1085
1110
516
659
771
859
926
978
1018
1050
1075
627
737
824
891
943
984
1016
1042
598
706
791
858
910
951
983
1009
See page 2 for footnotes
58

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
917
1148
1272
1341
1383
1410
813
1051
1187
1266
1315
1347
1369
726
964
1107
1194
1249
1286
1311
1329
652
886
1033
1126
1186
1226
1254
1274
1288
40 psf
880
1098
1211
1273
1309
1332
776
999
1121
1191
1233
1260
1278
689
911
1039
1114
1160
1190
1210
1224
615
833
962
1041
1090
1122
1144
1159
1170
50 psf
843
1047
1148
1202
1234
1253
738
945
1053
1113
1148
1171
1186
651
855
966
1029
1067
1091
1107
1118
577
775
886
950
988
1013
1030
1041
1050
60 psf
804
993
1083
1130
1157
1174
699
889
983
1033
1062
1080
1092
611
796
890
940
970
988
1001
1009
536
712
804
853
882
900
912
920
926
70 psf
764
937
1016
1056
1079
1093
658
829
908
949
972
987
996
569
731
808
847
870
884
893
899
493
643
714
750
770
783
791
796
800
80 psf
Span Length (ft-in.)
3'-0"
723
880
947
981
999
1011
615
765
831
863
881
892
899
523
661
721
750
766
776
782
786
444
565
616
640
653
661
666
670
672
590
816
965
1062
1125
1168
1198
1220
1236
1249
553
763
892
972
1023
1056
1079
1095
1107
1116
514
704
812
875
913
938
955
966
975
981
473
638
723
770
797
814
825
833
838
842
427
562
624
656
673
684
690
695
698
701
374
475
514
532
542
548
551
554
555
557
536
755
903
1001
1067
1113
1145
1168
1185
1198
499
701
828
908
959
993
1017
1034
1046
1055
460
640
744
805
842
866
882
893
901
907
418
570
648
690
714
730
739
746
751
755
369
486
538
563
577
585
591
594
597
599
310
385
412
424
430
433
436
437
438
439
489
700
846
945
1012
1059
1093
1117
1135
1149
453
645
769
848
899
933
956
973
986
995
413
582
681
738
773
795
810
821
829
834
369
507
576
613
634
647
655
661
665
668
317
413
453
471
481
487
491
493
495
496
245
293
307
314
317
318
319
320
321
321
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
650
794
892
961
1008
1043
1068
1087
1101
606
746
843
911
960
994
1020
1039
1054
567
702
798
865
913
948
974
993
1008
531
661
755
821
868
903
929
948
963
498
624
715
779
826
860
885
904
919
468
589
677
740
785
818
843
861
876
557
641
702
746
778
801
819
833
527
608
666
708
738
761
778
792
595
715
791
841
875
898
914
926
936
551
665
738
786
818
841
857
869
877
510
618
688
734
764
785
800
812
820
473
575
640
683
711
731
745
756
763
438
534
594
634
660
678
691
700
707
406
495
550
586
609
625
637
645
652
457
507
539
559
573
583
591
596
421
465
492
510
522
530
536
541
530
621
674
706
727
740
750
757
762
482
565
613
641
659
671
680
686
691
437
511
553
577
593
603
610
615
619
394
459
494
514
527
535
541
545
548
353
406
435
451
461
467
471
475
477
311
354
375
387
394
398
401
404
405
299
313
321
326
329
331
332
333
241
249
254
256
258
259
260
260
448
507
537
554
564
571
576
579
581
391
438
462
474
482
487
490
493
494
334
369
385
394
399
403
405
406
407
274
297
307
312
315
317
318
319
320
209
221
226
228
230
230
231
231
232
136
140
141
142
142
142
142
143
143
340
367
379
385
388
391
392
393
394
262
277
283
287
288
289
290
291
291
177
183
185
186
187
187
187
187
187
193
198
200
201
202
202
202
202
202
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

59
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB22
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
691
879
1032
1153
1248
1323
606
782
932
1055
1156
1238
1305
538
702
846
968
1072
1159
1231
1292
483
636
772
892
996
1085
1161
1225
1281
436
580
709
825
927
1017
1095
1162
1221
1271
395
533
655
766
866
955
1033
1103
1164
1217
361
492
607
714
811
898
977
1047
1109
1165
457
566
668
761
847
925
995
1058
1115
423
530
627
717
800
877
947
1010
1068
394
498
590
677
758
833
902
965
1023
368
469
557
641
719
793
860
923
981
346
442
528
608
684
755
822
884
941
327
418
501
578
652
721
786
847
875
396
477
551
622
690
753
785
785
376
455
527
595
661
709
709
709
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
40
44
47
49
50
52
40
45
48
51
53
55
56
40
45
49
52
55
57
58
60
39
45
49
53
56
58
60
62
63
38
44
49
53
56
59
61
63
65
66
37
43
48
52
56
59
61
64
66
67
36
42
47
52
56
59
62
64
66
68
41
46
51
55
58
61
64
66
68
40
45
50
54
58
61
64
66
68
38
44
49
53
57
60
63
66
68
37
43
48
52
56
59
62
65
68
36
42
47
51
55
58
62
64
67
35
41
45
50
54
57
61
64
66
39
44
49
53
56
60
63
65
38
43
48
52
55
59
62
65
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
735
935
1098
1226
1328
1407
644
832
991
1122
1230
1318
1389
572
747
900
1030
1140
1233
1310
1374
514
676
821
949
1059
1154
1235
1304
1362
714
912
1070
1194
1291
1366
623
809
964
1091
1194
1276
1343
551
724
873
1000
1105
1192
1264
1324
493
654
796
919
1025
1114
1190
1253
1307
692
888
1042
1162
1253
1324
602
785
936
1059
1156
1234
1296
530
701
846
968
1068
1150
1216
1271
472
630
769
888
989
1072
1142
1200
1249
464
617
754
877
986
1082
1165
1236
1299
1353
444
594
729
849
953
1043
1121
1187
1244
1293
424
572
703
818
918
1002
1074
1134
1186
1229
420
567
696
815
921
1016
1099
1173
1238
1295
401
544
672
787
888
978
1057
1125
1184
1235
381
522
646
757
854
938
1010
1073
1126
1171
384
524
646
759
862
955
1039
1114
1180
1239
364
501
622
732
831
919
998
1067
1127
1180
345
479
597
703
797
880
953
1015
1070
1117
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
486
602
710
810
901
984
1058
1126
1186
450
564
667
763
851
933
1007
1075
1136
419
529
628
720
806
886
959
1027
1088
392
499
593
682
765
843
915
982
1043
368
471
562
647
728
804
874
940
981
348
444
533
615
694
767
837
875
875
421
507
587
662
734
785
785
785
400
484
560
633
703
709
709
709
464
578
683
779
866
944
1013
1074
1129
431
540
640
733
817
894
963
1024
1080
400
506
602
691
773
848
916
978
1034
373
476
568
653
733
806
874
935
990
349
449
537
619
696
768
834
895
950
329
424
508
588
663
733
797
857
875
402
483
560
632
700
763
785
785
381
460
534
604
670
709
709
709
442
554
655
747
828
899
962
1017
1065
410
515
613
701
780
851
913
968
1017
381
482
575
660
737
806
868
923
972
354
452
541
623
698
765
826
881
930
330
425
510
589
662
728
787
841
890
310
401
482
558
629
693
752
805
853
379
457
530
598
661
718
771
785
359
434
505
571
632
688
709
709
See page 2 for footnotes
60

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB22



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
671
864
1013
1128
1215
1281
580
761
908
1025
1117
1190
1247
509
677
818
935
1029
1105
1166
1216
450
607
742
856
950
1028
1092
1144
1188
40 psf
650
839
984
1093
1175
1237
559
737
879
990
1077
1144
1196
487
653
790
900
988
1058
1114
1159
429
583
714
822
910
981
1038
1085
1123
50 psf
628
814
954
1058
1134
1192
537
712
849
954
1035
1096
1143
465
628
760
864
946
1009
1059
1098
407
558
684
785
866
930
981
1022
1055
60 psf
607
788
923
1021
1092
1145
516
686
818
917
991
1046
1089
444
602
728
826
900
957
1001
1035
386
533
652
746
820
876
920
955
983
70 psf
585
762
891
983
1049
1096
494
660
785
877
945
995
1032
422
576
695
785
852
902
940
969
363
506
618
704
769
818
855
884
906
80 psf
Span Length (ft-in.)
3'-0"
563
735
858
943
1004
1047
472
633
751
835
896
940
973
399
548
660
741
800
843
876
900
341
478
582
658
714
754
785
808
825
403
548
676
787
880
958
1023
1078
1123
1161
381
524
648
753
839
911
969
1017
1056
1089
360
500
619
716
796
859
910
952
985
1012
338
474
587
677
748
803
846
881
908
930
316
448
552
633
694
741
776
804
825
842
293
419
514
584
635
672
700
720
736
749
361
499
620
726
817
895
960
1016
1063
1102
341
475
592
692
777
847
906
954
994
1028
320
450
562
656
733
795
845
886
919
947
298
425
530
616
683
736
778
811
838
859
276
398
495
570
627
670
703
728
748
764
253
368
454
517
562
595
619
637
650
661
325
456
571
672
761
837
903
959
1006
1047
305
432
543
639
721
790
848
896
936
970
286
408
514
603
676
736
786
826
858
885
264
382
481
561
625
675
715
746
771
792
242
354
444
513
565
604
634
657
674
688
218
323
400
454
493
520
540
555
566
575
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
419
528
625
711
786
850
906
954
995
387
490
583
666
739
802
857
905
946
359
456
545
625
696
758
812
860
901
334
427
512
588
657
717
771
817
858
311
400
481
555
621
680
732
778
818
291
376
454
525
589
646
696
741
781
354
429
497
559
614
663
707
746
334
406
471
531
585
632
675
709
396
500
592
671
738
795
842
882
916
364
463
550
626
691
746
793
832
865
335
429
513
585
648
701
747
785
818
310
400
479
548
608
660
704
741
773
288
373
448
515
572
622
664
700
731
268
349
421
484
539
586
627
661
691
371
471
555
625
683
731
769
801
827
339
433
513
580
635
680
717
747
773
311
399
475
538
590
633
668
696
720
286
369
440
499
548
588
621
648
670
345
438
512
572
619
656
685
709
727
313
399
468
523
566
600
627
648
665
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
316
398
460
507
541
567
587
603
615
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

61
1.5PLB20
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
894
1151
1351
1503
1619
1707
786
1029
1227
1386
1512
1611
1690
699
927
1120
1280
1411
1518
1605
1676
629
841
1026
1185
1319
1430
1523
1600
1665
571
769
945
1100
1234
1348
1445
1527
1596
1655
519
707
875
1025
1157
1271
1371
1456
1530
1593
474
654
813
958
1087
1201
1302
1389
1466
1532
608
759
898
1024
1137
1237
1326
1405
1474
568
711
845
967
1077
1177
1267
1346
1417
531
669
797
915
1023
1122
1211
1291
1363
496
631
753
868
973
1070
1159
1239
1312
466
597
714
825
927
1022
1110
1190
1263
439
566
679
785
885
978
1064
1144
1170
538
647
749
846
937
1022
1050
1050
511
617
716
810
899
947
947
947
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
55
62
67
71
73
75
54
63
68
73
76
79
81
53
62
69
74
78
81
84
86
51
61
68
74
78
82
85
88
90
49
59
67
73
78
83
86
89
92
94
47
58
66
72
78
82
86
90
93
95
45
56
64
71
77
82
86
89
93
96
54
62
69
75
81
85
89
92
95
52
60
68
74
79
84
88
92
95
50
59
66
72
78
83
87
91
94
48
57
64
71
76
81
86
90
93
47
55
63
69
75
80
85
89
92
45
53
61
67
73
78
83
87
91
52
59
66
72
77
82
86
90
50
58
64
70
75
80
84
88
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
952
1225
1437
1599
1722
1816
836
1094
1306
1475
1608
1714
1797
744
986
1191
1362
1501
1615
1707
1783
669
895
1092
1261
1403
1521
1620
1702
1771
930
1200
1407
1564
1682
1771
814
1070
1276
1440
1568
1668
1746
722
961
1163
1328
1461
1569
1656
1726
647
871
1064
1227
1364
1476
1569
1645
1708
908
1174
1377
1528
1640
1725
792
1044
1246
1404
1526
1620
1694
700
937
1133
1293
1420
1522
1602
1667
625
846
1035
1193
1323
1429
1515
1586
1643
607
818
1006
1170
1312
1434
1537
1624
1698
1761
585
794
979
1138
1275
1390
1486
1567
1636
1693
564
770
951
1105
1235
1343
1433
1508
1570
1622
553
752
931
1090
1231
1353
1458
1549
1627
1695
532
729
904
1059
1194
1310
1409
1493
1565
1627
512
705
877
1027
1155
1264
1357
1434
1499
1555
505
696
865
1019
1156
1278
1385
1478
1559
1630
485
673
839
989
1121
1236
1337
1423
1498
1563
464
649
812
957
1083
1192
1285
1365
1432
1490
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
647
808
955
1089
1209
1316
1411
1494
1568
604
757
899
1028
1146
1252
1347
1432
1508
565
712
847
973
1088
1193
1288
1374
1450
528
671
802
923
1035
1138
1233
1318
1396
496
635
760
877
987
1088
1181
1266
1311
467
603
722
836
942
1041
1132
1170
1170
573
688
797
900
997
1050
1050
1050
544
657
762
862
947
947
947
947
624
782
926
1055
1169
1270
1357
1434
1501
581
732
870
995
1107
1207
1296
1374
1442
544
687
819
941
1051
1150
1238
1317
1386
508
647
774
891
999
1096
1184
1263
1333
476
611
733
847
951
1047
1134
1212
1283
448
578
696
805
907
1001
1087
1165
1170
549
662
768
867
958
1043
1050
1050
522
631
733
829
919
947
947
947
601
756
895
1018
1126
1219
1300
1369
1429
558
706
840
959
1065
1158
1239
1309
1371
521
661
790
906
1010
1101
1182
1253
1315
488
622
745
857
959
1049
1130
1201
1263
457
586
704
813
912
1001
1080
1151
1214
428
554
668
773
869
956
1034
1105
1168
525
634
736
829
914
992
1050
1050
498
603
702
793
876
947
947
947
See page 2 for footnotes
62

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB20



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
886
1148
1345
1491
1598
1677
770
1019
1215
1367
1483
1572
1640
678
911
1103
1256
1377
1472
1547
1607
603
821
1006
1157
1280
1380
1459
1524
1576
40 psf
864
1122
1314
1453
1555
1629
748
993
1184
1329
1439
1522
1585
656
886
1072
1218
1332
1421
1490
1544
581
796
975
1120
1236
1328
1401
1459
1506
50 psf
841
1095
1281
1414
1510
1580
726
967
1151
1290
1393
1470
1528
634
860
1040
1179
1286
1367
1430
1479
559
770
943
1081
1189
1273
1339
1391
1433
60 psf
819
1068
1248
1375
1465
1530
703
940
1118
1249
1345
1417
1470
611
833
1006
1138
1237
1312
1369
1412
536
744
910
1039
1139
1215
1274
1320
1356
70 psf
796
1041
1213
1334
1418
1479
681
912
1083
1207
1296
1362
1410
589
805
971
1094
1186
1253
1304
1343
514
716
875
995
1086
1154
1206
1246
1277
80 psf
Span Length (ft-in.)
3'-0"
774
1013
1178
1292
1371
1426
658
884
1047
1163
1245
1305
1348
566
777
935
1049
1132
1193
1238
1272
491
688
837
948
1030
1090
1134
1169
1195
542
745
922
1070
1193
1294
1377
1445
1501
1547
520
720
891
1033
1149
1242
1317
1379
1428
1469
497
695
860
994
1101
1187
1254
1308
1352
1387
475
668
827
952
1051
1127
1187
1234
1271
1301
452
641
791
907
996
1063
1115
1155
1186
1211
429
612
753
859
937
995
1038
1071
1097
1117
490
681
848
993
1114
1216
1301
1371
1429
1478
468
656
819
956
1070
1164
1241
1303
1355
1397
446
630
788
917
1023
1108
1176
1231
1275
1312
423
604
754
875
971
1047
1106
1153
1191
1221
401
577
719
829
915
980
1030
1069
1100
1124
378
547
679
778
852
907
948
979
1003
1022
444
625
785
924
1043
1144
1230
1302
1362
1413
424
600
755
888
999
1092
1169
1233
1286
1330
402
575
724
849
952
1036
1103
1159
1204
1240
380
549
691
807
899
973
1031
1077
1115
1145
357
521
655
760
841
903
951
989
1018
1042
334
491
614
706
774
825
863
892
914
931
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
577
728
862
979
1079
1164
1237
1298
1351
534
679
807
921
1019
1104
1176
1239
1292
497
635
758
868
964
1048
1120
1183
1237
464
595
714
820
914
996
1068
1130
1184
435
560
674
776
868
948
1019
1081
1135
408
528
637
736
825
904
974
1035
1089
499
604
700
786
863
931
992
1045
472
574
666
750
825
892
947
947
552
699
827
936
1027
1104
1168
1221
1266
510
650
773
878
967
1043
1107
1160
1205
473
606
724
825
913
987
1050
1103
1148
440
567
679
778
863
935
997
1050
1094
411
532
640
734
816
887
948
999
1043
385
500
603
694
774
843
902
952
995
471
570
658
734
801
858
907
950
444
540
624
698
762
818
865
906
527
669
788
888
970
1037
1091
1136
1173
485
619
734
830
909
975
1028
1073
1109
448
575
685
777
854
917
970
1013
1049
415
536
641
729
803
864
914
956
991
386
501
600
685
755
814
862
903
937
359
469
563
644
711
767
813
852
884
501
635
745
834
905
961
1006
1043
1072
459
586
690
775
842
896
940
975
1003
422
541
640
720
784
836
877
910
937
388
501
594
670
730
778
817
848
873
359
465
552
623
679
724
759
788
811
473
598
696
773
832
877
912
940
962
430
547
639
710
765
807
839
865
885
392
501
586
652
701
740
769
792
810
358
459
537
596
641
675
701
721
737
442
555
639
701
747
781
807
827
842
398
502
578
633
673
703
725
742
755
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

63
1.5PLB19
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
1092
1413
1657
1839
1974
2075
961
1266
1511
1702
1851
1966
2056
856
1142
1382
1577
1734
1860
1961
2042
770
1038
1270
1464
1626
1758
1867
1956
2030
699
950
1172
1363
1525
1662
1777
1872
1953
2020
640
875
1086
1272
1434
1572
1691
1791
1877
1950
585
810
1011
1191
1350
1489
1609
1714
1803
1881
753
945
1118
1274
1412
1533
1640
1732
1813
704
886
1053
1204
1341
1462
1569
1664
1748
660
833
994
1141
1275
1395
1503
1600
1685
620
787
941
1084
1215
1334
1441
1538
1625
582
745
893
1031
1159
1276
1383
1480
1568
549
707
849
983
1107
1222
1328
1425
1475
672
809
938
1060
1172
1277
1324
1324
641
773
898
1016
1126
1195
1195
1195
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
71
82
90
95
99
102
70
82
91
98
103
107
110
67
81
91
98
104
109
113
116
64
79
90
98
105
110
114
118
121
62
77
88
97
104
110
115
119
123
126
59
74
86
95
103
109
115
119
123
127
56
72
84
93
102
108
114
119
123
127
69
81
91
100
107
113
118
123
127
66
79
89
98
105
111
117
122
126
64
76
87
95
103
110
115
120
125
62
74
84
93
101
108
114
119
124
59
72
82
91
99
106
112
117
122
57
69
80
89
97
104
110
116
121
67
78
87
95
102
108
114
119
65
75
84
92
100
106
112
117
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1162
1503
1763
1956
2099
2207
1022
1347
1607
1811
1969
2092
2187
910
1215
1470
1678
1845
1979
2086
2172
819
1105
1351
1558
1729
1870
1986
2081
2159
1140
1477
1731
1918
2056
2159
1000
1321
1576
1774
1925
2042
2133
888
1190
1440
1641
1802
1929
2030
2111
797
1080
1321
1522
1687
1822
1931
2020
2092
1117
1450
1698
1880
2012
2110
977
1295
1544
1735
1881
1992
2077
865
1164
1409
1604
1758
1878
1973
2049
774
1054
1291
1486
1644
1771
1873
1956
2023
744
1011
1247
1450
1623
1768
1890
1992
2077
2149
722
986
1218
1416
1582
1720
1835
1931
2010
2076
699
961
1188
1380
1539
1670
1778
1866
1939
2000
681
931
1155
1353
1525
1673
1799
1906
1997
2074
659
906
1127
1320
1486
1626
1745
1845
1929
2000
636
882
1099
1285
1444
1577
1688
1781
1858
1923
622
862
1075
1267
1436
1584
1712
1823
1918
2001
602
838
1048
1235
1398
1539
1660
1763
1852
1927
581
813
1020
1201
1357
1491
1604
1700
1781
1849
No Uplift
3'-0"
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
802
1005
1190
1355
1502
1631
1744
1843
1929
749
942
1120
1281
1426
1555
1670
1771
1860
703
887
1057
1214
1356
1485
1599
1702
1793
660
837
1001
1153
1292
1419
1533
1636
1729
619
792
950
1097
1233
1357
1471
1574
1653
584
752
903
1045
1178
1300
1413
1475
1475
715
861
998
1127
1247
1324
1324
1324
682
822
955
1080
1195
1195
1195
1195
778
978
1158
1318
1458
1580
1686
1777
1856
725
916
1090
1245
1384
1506
1613
1706
1788
679
861
1028
1179
1315
1437
1544
1639
1722
638
811
972
1119
1252
1372
1480
1575
1660
599
767
921
1064
1194
1312
1419
1515
1600
564
727
875
1013
1141
1257
1362
1458
1475
690
833
967
1091
1205
1309
1324
1324
657
795
924
1045
1157
1195
1195
1195
754
950
1125
1279
1412
1526
1623
1707
1778
701
889
1058
1207
1339
1453
1552
1637
1710
655
834
996
1142
1271
1385
1484
1570
1646
615
785
941
1083
1209
1322
1421
1508
1584
578
741
891
1028
1152
1263
1361
1449
1526
544
701
846
979
1100
1208
1306
1393
1470
665
804
933
1051
1158
1254
1324
1324
632
766
891
1006
1110
1195
1195
1195
See page 2 for footnotes
64

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB19



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
1094
1423
1665
1841
1967
2060
954
1268
1511
1696
1835
1940
2020
843
1138
1377
1565
1712
1826
1915
1985
752
1029
1260
1448
1598
1718
1814
1890
1952
40 psf
1072
1396
1632
1801
1922
2010
932
1241
1478
1656
1788
1887
1962
820
1111
1344
1525
1664
1771
1854
1919
729
1002
1228
1408
1551
1663
1752
1822
1878
50 psf
1049
1368
1598
1760
1875
1958
909
1213
1444
1614
1740
1833
1903
797
1084
1310
1484
1615
1715
1792
1851
706
976
1194
1367
1502
1606
1687
1751
1802
60 psf
1026
1340
1563
1718
1828
1906
886
1186
1409
1572
1690
1777
1842
774
1057
1276
1441
1565
1657
1728
1782
683
948
1160
1324
1450
1546
1620
1678
1723
70 psf
1002
1311
1527
1676
1779
1853
863
1157
1373
1528
1640
1720
1780
751
1028
1240
1396
1512
1597
1662
1710
660
920
1124
1279
1396
1484
1550
1602
1642
80 psf
Span Length (ft-in.)
3'-0"
979
1282
1491
1632
1730
1799
839
1128
1336
1483
1587
1662
1717
728
999
1202
1350
1457
1535
1593
1637
637
891
1086
1231
1339
1418
1478
1523
1558
677
936
1158
1343
1495
1618
1718
1800
1866
1921
654
910
1126
1304
1448
1563
1655
1730
1790
1839
631
884
1094
1263
1398
1505
1589
1656
1710
1754
608
856
1059
1220
1346
1444
1520
1580
1627
1666
585
828
1023
1175
1290
1379
1447
1500
1541
1574
562
799
985
1126
1231
1310
1370
1416
1451
1479
614
857
1069
1249
1400
1525
1629
1714
1784
1842
591
831
1038
1211
1354
1470
1565
1643
1706
1758
569
805
1006
1171
1305
1412
1498
1567
1623
1669
546
778
972
1128
1252
1350
1427
1488
1537
1576
523
750
936
1082
1195
1283
1351
1404
1445
1479
499
721
897
1032
1134
1211
1269
1314
1349
1377
560
788
991
1166
1315
1440
1545
1633
1706
1767
538
763
960
1128
1269
1385
1482
1561
1626
1680
515
737
928
1088
1220
1327
1413
1484
1541
1588
492
710
895
1045
1166
1263
1340
1402
1451
1491
469
682
858
999
1108
1194
1261
1313
1355
1388
446
653
819
947
1045
1118
1175
1218
1252
1279
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
729
922
1091
1237
1362
1467
1556
1632
1695
677
861
1024
1166
1289
1395
1485
1562
1627
631
806
963
1102
1223
1328
1418
1496
1562
591
758
909
1043
1162
1266
1355
1433
1501
554
714
859
990
1106
1208
1297
1375
1442
522
674
814
941
1054
1154
1242
1320
1387
638
773
896
1006
1104
1191
1268
1324
606
735
854
961
1057
1143
1195
1195
704
892
1054
1192
1307
1404
1484
1551
1607
652
831
987
1122
1236
1332
1412
1480
1537
606
777
928
1058
1170
1265
1345
1413
1471
566
729
873
1000
1109
1203
1282
1350
1408
530
685
824
947
1053
1145
1224
1291
1349
497
646
779
898
1002
1091
1169
1235
1292
610
739
853
954
1041
1117
1183
1239
577
701
812
909
995
1069
1133
1189
678
860
1014
1143
1248
1335
1406
1464
1512
627
800
948
1073
1176
1262
1332
1391
1439
581
746
888
1009
1110
1194
1264
1322
1370
541
698
834
951
1049
1131
1200
1257
1305
504
654
785
898
993
1073
1140
1196
1242
472
615
740
848
940
1018
1083
1137
1183
579
699
803
892
966
1029
1082
1127
546
662
761
846
918
979
1030
1073
652
827
971
1089
1184
1260
1321
1370
1410
600
766
905
1018
1110
1185
1245
1293
1333
554
712
845
954
1043
1115
1173
1221
1259
514
664
790
895
980
1049
1106
1152
1189
478
620
740
840
922
988
1042
1086
1122
445
580
695
789
867
930
981
1023
1057
624
790
924
1029
1112
1177
1228
1269
1301
572
729
856
957
1036
1098
1147
1186
1218
526
675
795
890
965
1024
1071
1108
1138
485
625
739
828
899
954
998
1033
1060
449
580
687
770
836
887
928
960
985
594
750
871
963
1032
1086
1127
1159
1184
542
688
801
887
952
1002
1040
1070
1093
495
632
736
816
876
921
956
983
1004
454
580
676
748
802
843
874
898
917
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

65
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1.5PLB18
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
1281
1661
1946
2155
2309
2423
1127
1490
1778
2001
2171
2302
2403
1004
1347
1630
1858
2039
2183
2297
2388
904
1225
1499
1727
1915
2067
2191
2292
2375
822
1122
1385
1610
1800
1958
2089
2198
2289
2365
752
1033
1285
1505
1694
1855
1991
2107
2204
2286
690
957
1197
1410
1597
1759
1899
2018
2121
2208
891
1119
1325
1509
1670
1811
1934
2040
2132
833
1050
1249
1428
1588
1729
1854
1963
2059
781
988
1180
1354
1511
1652
1778
1889
1987
736
933
1117
1287
1441
1581
1706
1818
1919
692
884
1061
1225
1376
1514
1638
1751
1853
652
839
1009
1168
1315
1451
1575
1688
1787
798
962
1116
1260
1393
1515
1603
1603
761
919
1068
1208
1338
1447
1447
1447
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Number
of VSC2's
per Span
1
2
3
4
5
6
7
8
9
10
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"
88
104
114
122
127
131
86
103
116
124
131
136
140
82
101
115
125
132
138
143
147
79
99
113
124
133
139
145
150
154
75
96
111
123
132
139
146
151
155
159
71
92
108
120
130
138
145
151
156
160
68
89
105
118
128
137
144
150
156
160
86
102
115
126
135
143
149
155
160
82
99
112
123
133
141
148
154
159
79
96
109
121
130
138
146
152
158
76
93
106
118
128
136
144
150
156
74
90
103
115
125
134
141
148
154
71
87
101
112
122
131
139
146
152
84
98
109
120
129
137
144
150
82
95
107
117
126
134
141
148
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Span Length (ft-in.)
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1199
1586
1892
2128
2310
2449
2557
1069
1433
1734
1976
2169
2322
2443
2540
962
1303
1595
1838
2037
2199
2331
2439
2527
1339
1740
2037
2254
2411
2528
1176
1559
1859
2089
2264
2397
2500
1046
1406
1702
1938
2124
2270
2385
2476
939
1278
1564
1801
1993
2148
2273
2374
2456
1316
1712
2003
2214
2366
2477
1153
1532
1826
2049
2217
2345
2442
1023
1380
1670
1899
2077
2217
2326
2411
916
1251
1533
1762
1947
2095
2213
2308
2384
874
1194
1473
1713
1915
2083
2223
2339
2435
2515
851
1168
1444
1677
1872
2032
2165
2274
2364
2439
828
1142
1413
1640
1827
1980
2105
2207
2290
2359
800
1099
1367
1601
1802
1973
2119
2241
2344
2432
777
1074
1338
1566
1760
1924
2062
2177
2273
2354
754
1049
1308
1530
1717
1873
2002
2110
2199
2274
734
1018
1273
1500
1699
1871
2020
2147
2256
2349
713
994
1245
1466
1659
1824
1964
2084
2185
2272
692
969
1216
1431
1616
1773
1906
2018
2111
2190
No Uplift
3'-0"
1362
1767
2070
2293
2457
2578
10 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
20 psf
PNEUTEK K66
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
948
1190
1410
1605
1777
1927
2057
2170
2269
886
1117
1328
1519
1689
1839
1972
2088
2190
831
1051
1255
1440
1608
1758
1891
2009
2114
783
993
1189
1369
1533
1681
1815
1934
2041
736
940
1128
1303
1464
1610
1743
1863
1971
694
892
1073
1243
1399
1544
1675
1787
1787
849
1023
1187
1340
1482
1603
1603
1603
810
977
1136
1285
1424
1447
1447
1447
923
1163
1377
1566
1731
1873
1996
2101
2191
861
1090
1296
1481
1644
1787
1912
2020
2114
807
1025
1224
1404
1565
1707
1833
1943
2039
759
966
1158
1333
1491
1632
1758
1869
1968
716
914
1099
1268
1423
1563
1688
1800
1899
674
867
1044
1209
1360
1497
1622
1734
1787
823
995
1154
1302
1437
1560
1603
1603
784
949
1104
1248
1380
1447
1447
1447
898
1134
1343
1525
1682
1816
1930
2027
2110
837
1062
1263
1441
1597
1731
1847
1947
2033
783
997
1191
1365
1518
1652
1769
1871
1959
735
939
1126
1295
1446
1579
1696
1799
1888
692
887
1067
1231
1379
1511
1627
1730
1821
653
840
1014
1173
1317
1447
1563
1666
1757
797
965
1119
1260
1387
1502
1603
1603
758
920
1069
1207
1332
1445
1447
1447
See page 2 for footnotes
66

VPS1
VULCRAFT
www.vulcraft.com
1.5PLB18



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
1293
1684
1969
2173
2319
2425
1130
1504
1792
2008
2170
2291
2383
999
1353
1636
1858
2030
2162
2265
2345
893
1225
1500
1723
1900
2040
2151
2239
2310
40 psf
1270
1656
1934
2131
2272
2373
1107
1476
1758
1966
2121
2236
2323
976
1325
1603
1817
1980
2106
2202
2277
870
1198
1467
1682
1851
1983
2086
2168
2234
50 psf
1246
1627
1899
2089
2223
2320
1083
1448
1722
1924
2071
2180
2262
953
1298
1568
1774
1930
2048
2138
2207
847
1171
1433
1639
1800
1924
2020
2096
2156
60 psf
1223
1598
1863
2046
2175
2266
1060
1419
1686
1880
2020
2123
2199
929
1269
1532
1730
1877
1988
2072
2136
823
1143
1398
1595
1747
1862
1952
2021
2075
70 psf
1199
1569
1826
2003
2125
2211
1036
1390
1649
1835
1968
2064
2136
906
1240
1495
1684
1823
1927
2004
2063
800
1114
1361
1549
1691
1799
1881
1944
1993
80 psf
Span Length (ft-in.)
3'-0"
1175
1539
1789
1958
2074
2156
1012
1360
1611
1789
1914
2005
2071
882
1211
1457
1637
1768
1864
1935
1989
776
1085
1323
1501
1634
1733
1807
1864
1908
805
1116
1381
1601
1780
1925
2042
2137
2214
2277
782
1090
1349
1561
1732
1868
1977
2065
2135
2193
759
1063
1315
1519
1681
1809
1909
1990
2054
2106
736
1035
1280
1475
1627
1746
1839
1912
1969
2016
712
1007
1244
1429
1571
1681
1765
1830
1882
1923
688
977
1206
1380
1512
1612
1688
1746
1791
1827
732
1023
1277
1492
1671
1819
1940
2040
2122
2190
709
997
1245
1453
1623
1762
1875
1966
2041
2102
685
970
1212
1411
1573
1702
1806
1889
1957
2012
662
943
1178
1368
1519
1639
1733
1809
1869
1917
639
915
1142
1322
1462
1572
1657
1724
1777
1819
615
886
1103
1272
1402
1500
1576
1635
1681
1717
669
943
1185
1395
1572
1720
1844
1947
2033
2105
646
917
1154
1356
1525
1664
1779
1873
1951
2016
623
891
1122
1315
1474
1604
1709
1795
1865
1922
600
864
1088
1272
1421
1540
1635
1712
1773
1823
576
836
1051
1225
1363
1471
1556
1623
1677
1720
553
806
1013
1175
1301
1397
1472
1530
1575
1612
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
873
1105
1307
1481
1629
1755
1860
1949
2024
812
1033
1228
1399
1546
1671
1778
1869
1946
758
969
1157
1323
1468
1593
1701
1793
1872
710
911
1093
1255
1397
1521
1628
1721
1802
667
859
1034
1192
1331
1453
1561
1654
1735
629
813
981
1134
1270
1391
1497
1590
1671
770
933
1081
1214
1332
1437
1530
1603
731
888
1032
1161
1277
1381
1447
1447
848
1074
1269
1435
1574
1689
1786
1866
1933
787
1002
1191
1353
1490
1606
1703
1785
1854
733
939
1121
1278
1414
1529
1626
1709
1779
685
882
1057
1210
1343
1457
1554
1637
1707
642
830
999
1148
1278
1390
1486
1569
1640
604
784
946
1091
1217
1327
1423
1505
1576
741
898
1038
1161
1269
1363
1444
1515
703
854
989
1109
1215
1307
1387
1447
821
1042
1229
1385
1514
1619
1706
1777
1836
761
971
1151
1304
1431
1536
1623
1695
1755
707
907
1081
1229
1354
1458
1545
1617
1677
659
850
1018
1161
1283
1386
1471
1543
1604
617
799
960
1099
1218
1318
1403
1474
1534
578
753
908
1042
1157
1255
1338
1408
1468
711
859
989
1101
1196
1277
1346
1405
672
815
940
1049
1141
1220
1287
1345
794
1008
1186
1331
1449
1544
1621
1683
1734
734
937
1108
1250
1365
1459
1535
1598
1649
680
874
1038
1175
1288
1380
1455
1517
1568
632
817
975
1107
1216
1306
1379
1440
1490
590
766
917
1044
1149
1237
1308
1368
1417
552
719
864
986
1087
1172
1241
1299
1346
677
815
932
1030
1111
1177
1233
1279
638
770
882
975
1053
1117
1170
1214
766
972
1139
1273
1378
1462
1529
1582
1625
706
901
1061
1190
1293
1375
1440
1492
1535
652
837
990
1114
1213
1293
1356
1407
1449
604
780
926
1044
1139
1215
1276
1326
1366
562
728
867
980
1070
1143
1201
1248
1286
523
681
813
919
1005
1074
1129
1173
1209
737
933
1088
1208
1302
1374
1430
1475
1510
676
861
1009
1124
1213
1282
1336
1379
1413
622
797
936
1045
1130
1195
1247
1287
1319
574
739
870
972
1051
1113
1161
1199
1229
531
686
808
903
977
1034
1078
1113
1140
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

67
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
1
2
3
4
5
6
7
8
9
10
NOTES
68

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN™


3" Deep Roof Deck
Used with PunchLok® II System
Approximate Dimensions
Deck Weight and Section Properties
Deck
Type
Design
Thickness
(in.)
Weight
(psf)
Ix
Idn
Idi
Idm
Spos
Sneg
Va
(in4/ft)
(in4/ft)
(in4/ft)
(in4/ft)
(in3/ft)
(in3/ft)
(lb/ft)
3.0PLN22
0.0295
2.26
0.882
0.697
0.856
0.865
0.346
0.413
2566
3.0PLN20
0.0358
2.71
1.071
0.874
1.066
1.068
0.451
0.538
4047
3.0PLN19
0.0418
3.15
1.252
1.054
1.252
1.252
0.561
0.645
5517
3.0PLN18
0.0474
3.56
1.420
1.228
1.420
1.420
0.661
0.747
7070
Notes:
1. Section properties are based on Fy = 50,000 psi
2. Ix = Gross Moment of Inertia
3. 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 Conditions
6. Spos = Positive Effective Section Modulus
7. Sneg = Negative Effective Section Modulus
8. Va = Allowable web shear strength
Attachment Patterns to Supports
3.0PLN™ DECK
24/4
www.vulcraft.com
VULCRAFT
VPS1

69
DIAPHRAGM TABLES
3.0PLN with Pneutek SDK61
3.0PLN22
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
390
473
550
619
681
736
785
828
866
900
369
449
524
591
653
708
757
801
840
875
350
428
499
566
626
681
730
774
814
850
333
408
477
542
601
655
705
749
790
826
317
389
457
520
578
632
681
725
766
803
302
373
438
499
556
609
658
702
743
780
288
357
420
480
536
588
636
680
721
759
276
343
404
462
517
568
616
660
700
738
264
330
389
446
499
549
596
640
680
718
317
375
430
482
531
578
621
661
699
306
362
415
466
515
560
603
643
680
295
350
402
452
499
544
586
626
663
285
338
389
438
484
528
570
609
646
275
327
377
424
470
513
554
593
629
266
317
365
412
456
499
539
578
614
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
17
18
20
21
21
22
23
23
24
24
17
19
20
21
22
23
23
24
24
25
17
19
20
21
22
23
24
24
25
25
17
19
20
21
22
23
24
25
25
26
17
19
20
21
23
23
24
25
26
26
17
19
20
21
23
24
25
25
26
27
16
18
20
21
23
24
25
26
26
27
16
18
20
21
23
24
25
26
27
27
16
18
20
21
23
24
25
26
27
27
18
20
21
23
24
25
26
27
28
18
20
21
23
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
20
22
23
25
26
27
28
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
338
399
458
513
565
615
661
703
743
325
385
442
496
548
596
641
684
724
314
372
427
480
531
578
623
665
705
303
360
414
465
515
562
606
648
687
292
348
401
451
500
546
589
631
670
283
337
389
438
485
531
574
614
653
312
368
421
469
512
552
587
619
648
300
355
406
453
495
534
569
601
629
289
342
392
438
480
518
552
584
612
279
331
379
424
465
502
536
567
595
269
319
367
410
451
487
521
552
579
260
309
355
398
437
473
506
537
564
276
321
359
392
419
442
461
478
491
264
307
344
375
401
423
441
456
469
252
293
329
358
383
404
421
435
448
241
281
314
342
366
385
401
415
426
231
269
300
327
349
367
382
395
405
221
257
287
311
332
349
363
375
385
See page 2 for footnotes
No Uplift
10 psf
20 psf
PNEUTEK SDK61
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
415
504
585
658
724
783
835
881
922
957
390
473
547
612
668
717
758
794
825
852
361
436
499
552
595
631
661
685
706
723
393
478
557
629
694
753
805
852
893
930
368
448
520
584
640
688
730
766
798
825
340
412
473
524
567
602
631
656
676
693
373
455
531
602
666
724
777
824
866
904
349
426
496
558
613
661
703
740
772
800
321
389
448
498
540
575
604
628
648
665
355
434
508
576
640
697
750
797
840
879
331
405
473
534
588
636
678
715
747
775
303
369
426
474
515
549
577
601
621
638
337
414
486
553
615
672
724
772
815
854
315
387
452
512
565
612
654
691
723
751
287
351
405
452
491
524
552
575
595
611
321
396
466
531
592
648
700
747
791
830
300
369
433
491
543
590
631
668
700
729
272
333
386
431
469
501
528
551
570
586
306
380
447
511
570
625
677
724
767
807
286
353
415
471
523
568
609
646
678
707
259
317
368
412
448
479
505
527
546
561
293
365
430
492
550
604
655
702
745
785
274
338
398
453
503
549
589
625
658
686
246
303
351
393
429
458
483
504
522
537
281
351
414
474
531
584
634
681
724
764
262
325
383
437
485
530
570
606
638
667
235
289
336
376
410
438
462
483
500
514
See page 2 for footnotes
70

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN22



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
324
385
432
468
496
517
534
548
559
567
268
304
329
345
357
365
372
376
380
383
155
163
167
169
170
171
172
172
173
173
302
359
403
437
463
483
499
511
521
530
240
270
290
303
312
318
323
326
329
331
99
101
102
103
103
103
104
104
104
104
282
335
376
408
432
450
465
476
485
493
211
235
250
259
265
270
273
276
277
279
264
313
351
379
401
418
431
441
449
456
181
198
207
214
218
220
222
224
225
226
246
291
326
352
371
386
398
407
414
420
147
157
163
166
168
169
170
171
172
172
229
271
302
325
342
355
365
372
378
383
107
112
114
115
116
116
117
117
117
117
213
251
278
298
312
323
331
338
343
347
197
230
254
270
282
291
298
303
307
310
181
209
229
242
252
259
264
268
271
273
188
203
213
220
225
229
231
234
235
164
175
182
187
190
192
194
196
197
137
144
149
151
153
155
156
157
157
107
111
113
114
115
116
116
117
117
50 psf
40 psf
30 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
14'-6"
15'-0"
See page 2 for footnotes
PNEUTEK SDK61
www.vulcraft.com
VULCRAFT
VPS1

71
3.0PLN20
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
525
637
737
825
901
967
1024
1073
1116
1152
497
606
704
791
867
934
992
1043
1087
1125
473
578
673
759
835
902
961
1013
1058
1098
450
552
645
729
804
872
931
984
1031
1072
430
528
618
701
776
843
903
956
1004
1046
411
506
594
675
749
815
876
930
978
1021
394
485
571
650
723
789
849
904
952
996
378
466
550
627
699
765
824
879
928
972
362
449
530
606
676
741
801
855
904
949
432
511
586
655
719
778
832
881
927
417
494
566
634
697
756
810
859
905
403
478
548
615
677
735
789
838
884
390
462
531
597
658
715
768
818
863
377
448
515
579
640
696
749
798
843
365
434
500
563
622
678
730
779
824
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
24
27
29
31
32
33
34
35
36
36
24
27
29
31
32
34
35
36
37
37
24
27
29
31
33
34
35
36
37
38
24
27
29
31
33
34
36
37
38
39
24
27
29
31
33
35
36
37
38
39
23
26
29
31
33
35
36
37
39
40
23
26
29
31
33
35
36
38
39
40
23
26
29
31
33
35
36
38
39
40
22
26
28
31
33
35
36
38
39
40
25
28
31
33
35
36
38
39
41
25
28
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
29
32
34
36
37
39
41
23
26
29
31
34
36
37
39
40
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
460
544
623
696
765
827
885
938
986
444
526
603
675
742
804
861
914
962
429
508
583
654
720
782
839
892
940
414
492
565
635
700
761
817
870
918
401
477
548
616
681
741
797
849
897
389
462
532
599
662
721
777
829
877
425
500
568
629
683
730
772
808
841
409
483
549
609
662
709
750
787
819
395
466
531
590
642
688
729
765
798
381
451
514
571
623
669
709
745
777
368
436
498
554
605
650
690
726
758
356
422
483
538
587
632
672
707
739
372
428
474
511
542
566
587
603
617
355
409
453
489
518
541
560
576
589
340
391
433
467
494
516
535
549
562
325
374
414
446
471
492
509
523
534
311
358
395
425
449
468
484
497
507
298
341
377
405
427
445
459
471
481
See page 2 for footnotes
No Uplift
10 psf
20 psf
PNEUTEK SDK61
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
558
677
784
877
958
1029
1090
1142
1187
1226
525
635
729
808
875
931
977
1016
1049
1077
485
580
657
719
768
807
838
864
884
901
529
645
749
841
922
993
1055
1109
1156
1197
497
603
695
774
841
897
945
984
1018
1047
457
549
624
684
733
772
803
828
849
866
503
615
716
807
888
960
1023
1078
1126
1168
471
574
664
742
809
865
913
954
988
1018
432
521
594
652
700
738
769
794
815
832
479
587
686
775
856
927
991
1047
1097
1140
448
547
635
712
778
835
883
924
960
990
409
495
565
622
669
706
737
761
782
799
457
561
658
746
825
897
961
1017
1068
1113
426
523
609
684
750
806
854
896
932
963
388
470
538
594
639
676
706
730
750
766
437
538
632
718
796
867
931
989
1040
1086
407
500
584
658
723
779
827
869
905
937
369
448
514
567
611
647
676
699
719
735
419
516
607
692
769
840
904
961
1013
1060
389
479
561
633
697
753
801
843
880
911
351
427
490
542
585
619
647
670
689
705
402
496
585
667
744
813
877
935
987
1034
372
460
539
610
673
728
776
818
855
887
334
407
468
518
559
592
619
641
660
675
386
477
564
644
719
788
852
909
962
1010
357
442
519
589
650
705
753
795
831
863
319
389
448
496
535
567
592
614
631
646
See page 2 for footnotes
72

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN20



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
432
504
558
597
626
648
665
678
689
697
347
387
412
429
440
448
454
458
461
464
192
198
202
204
205
206
207
207
207
208
403
471
521
558
585
605
621
633
643
650
309
342
362
374
383
389
393
396
399
400
120
122
123
123
124
124
124
124
124
124
376
440
486
520
545
564
578
589
597
604
271
295
310
319
325
329
332
334
335
337
351
410
452
483
506
523
535
545
553
559
229
246
255
261
265
267
269
270
271
272
327
381
420
447
467
482
493
502
508
514
184
193
198
201
203
205
205
206
207
207
304
353
387
411
429
442
451
458
464
468
132
136
138
139
140
140
140
141
141
141
282
326
355
376
390
401
409
415
419
423
260
298
323
340
351
360
366
371
375
378
238
269
289
303
312
318
323
327
329
331
239
254
264
271
276
279
281
283
285
207
217
224
228
231
234
235
236
237
171
178
182
184
186
187
188
189
189
132
135
137
138
139
139
140
140
140
50 psf
40 psf
30 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
14'-6"
15'-0"
See page 2 for footnotes
PNEUTEK SDK61
www.vulcraft.com
VULCRAFT
VPS1

73
3.0PLN19
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
650
788
908
1012
1100
1175
1238
1292
1338
1376
617
751
869
972
1061
1138
1203
1259
1307
1348
587
717
833
935
1025
1102
1169
1226
1276
1319
560
686
799
900
990
1068
1136
1195
1246
1291
535
657
768
868
956
1035
1104
1164
1217
1263
512
630
738
837
925
1003
1073
1134
1188
1236
490
605
711
807
895
973
1043
1105
1160
1209
471
582
685
780
866
944
1014
1077
1133
1182
453
560
661
754
839
917
986
1049
1106
1157
540
639
730
814
890
960
1023
1080
1131
522
617
707
789
865
935
998
1055
1107
504
597
685
766
841
910
973
1031
1083
488
579
664
744
818
887
950
1007
1060
472
561
645
723
797
864
927
984
1037
458
544
626
703
776
843
905
962
1015
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
33
37
40
43
45
46
48
49
50
51
33
37
40
43
45
47
49
50
51
52
33
37
40
43
46
47
49
51
52
53
33
37
40
43
46
48
50
51
53
54
32
37
40
43
46
48
50
52
53
55
32
36
40
43
46
48
50
52
54
55
31
36
40
43
46
48
50
52
54
55
31
35
39
43
46
48
50
52
54
56
30
35
39
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
33
38
41
44
47
50
52
54
56
33
37
41
44
47
50
52
54
56
32
37
40
44
47
49
52
54
56
32
36
40
43
46
49
51
54
56
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
575
679
776
866
947
1021
1088
1149
1204
555
657
752
840
920
994
1061
1122
1178
536
636
729
815
895
968
1035
1097
1152
519
616
707
792
871
943
1010
1072
1127
502
597
686
770
847
920
986
1047
1103
487
579
666
748
825
897
963
1024
1080
530
622
704
775
837
891
937
977
1012
511
601
681
751
812
865
912
952
987
493
581
659
728
788
841
888
928
963
476
562
638
706
766
818
864
904
939
460
544
619
685
744
796
842
882
916
446
527
600
666
724
775
820
860
894
459
525
576
618
650
677
698
715
729
439
502
551
590
621
646
666
682
696
420
480
527
564
593
616
635
650
663
402
458
503
538
565
587
605
619
630
384
438
480
512
538
558
574
588
598
367
418
457
487
511
530
544
556
566
See page 2 for footnotes
No Uplift
10 psf
20 psf
PNEUTEK SDK61
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
692
838
966
1076
1170
1250
1317
1374
1423
1464
650
783
894
985
1060
1122
1172
1214
1248
1277
599
711
800
868
921
963
996
1022
1043
1060
657
799
925
1034
1129
1210
1280
1339
1390
1434
616
745
855
946
1021
1084
1136
1178
1214
1244
565
674
761
828
881
922
955
981
1002
1020
625
763
886
995
1090
1172
1243
1305
1358
1404
585
711
818
909
985
1048
1100
1144
1181
1212
535
640
724
790
842
883
916
942
963
980
595
730
850
958
1053
1136
1208
1271
1326
1373
557
679
784
874
949
1013
1066
1111
1149
1181
507
609
690
755
806
846
878
904
925
942
569
699
817
923
1017
1101
1174
1238
1295
1344
531
649
752
841
916
980
1034
1079
1118
1150
481
580
659
721
771
810
842
867
887
904
544
670
786
890
984
1067
1141
1206
1264
1315
507
622
723
810
885
949
1003
1049
1088
1121
458
552
629
689
738
776
807
831
851
868
522
644
756
859
952
1035
1109
1175
1234
1286
485
597
695
781
855
919
973
1019
1058
1092
436
527
600
659
706
743
773
797
816
832
501
619
729
830
922
1004
1079
1145
1205
1258
465
573
669
754
827
890
944
991
1030
1065
415
503
574
630
675
711
740
763
782
797
481
596
703
802
893
975
1049
1116
1177
1230
446
551
645
728
800
863
917
963
1003
1038
396
481
549
603
646
680
708
730
748
763
See page 2 for footnotes
74

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN19



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
529
612
670
712
743
765
782
795
805
813
419
461
487
504
515
522
528
532
535
538
224
231
234
236
237
238
239
239
239
240
494
571
626
665
694
714
730
742
751
759
372
406
426
438
447
453
457
460
462
464
139
141
142
143
143
143
143
143
143
143
461
533
584
620
646
665
679
690
698
705
323
349
363
372
378
382
385
387
388
389
430
497
543
575
599
616
628
638
646
652
272
289
299
304
308
310
312
313
314
315
401
461
503
532
552
567
578
587
593
598
216
226
231
234
235
237
237
238
239
239
372
427
463
489
506
519
528
536
541
545
154
158
160
161
161
162
162
162
162
162
344
392
424
445
460
470
478
484
489
492
317
358
384
401
413
422
428
432
436
439
288
322
343
356
365
372
376
380
383
385
284
300
310
317
321
324
327
329
330
244
255
262
266
269
271
273
274
275
201
208
212
214
216
217
218
218
219
154
157
159
160
161
161
162
162
162
102
103
104
104
104
104
104
105
105
50 psf
40 psf
30 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
15'-0"
See page 2 for footnotes
PNEUTEK SDK61
www.vulcraft.com
VULCRAFT
VPS1

75
3.0PLN18
Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
766
926
1064
1181
1279
1361
1430
1487
1535
1576
727
884
1020
1137
1236
1321
1392
1452
1503
1546
693
845
979
1095
1196
1282
1355
1417
1471
1516
661
809
940
1056
1157
1244
1319
1383
1439
1487
631
775
904
1019
1120
1207
1284
1350
1407
1457
605
744
871
984
1084
1172
1250
1317
1376
1428
580
715
839
951
1050
1139
1217
1286
1346
1399
557
688
809
919
1018
1107
1185
1255
1316
1370
535
663
782
890
988
1076
1154
1225
1287
1342
640
755
862
958
1046
1125
1196
1259
1315
618
731
835
931
1018
1096
1167
1231
1288
597
708
810
904
991
1069
1140
1204
1262
578
686
786
879
964
1043
1114
1178
1237
560
665
763
855
940
1017
1088
1153
1212
543
645
742
832
916
993
1064
1128
1188
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
44
49
53
56
59
61
63
65
66
67
43
49
53
57
59
62
64
66
67
69
43
48
53
57
60
62
65
67
68
70
42
48
53
57
60
63
65
67
69
71
42
48
53
57
60
63
66
68
70
71
41
47
52
56
60
63
66
68
70
72
40
47
52
56
60
63
66
68
71
73
40
46
51
56
60
63
66
69
71
73
39
45
51
55
59
63
66
69
71
73
45
50
55
59
63
66
69
71
73
44
50
54
59
62
66
68
71
73
43
49
54
58
62
65
68
71
73
43
48
53
58
61
65
68
71
73
42
48
53
57
61
64
68
71
73
41
47
52
57
60
64
67
70
73
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
681
804
917
1020
1113
1197
1272
1339
1399
657
777
888
990
1083
1166
1242
1310
1371
636
753
862
962
1054
1137
1213
1281
1343
615
729
836
935
1026
1109
1185
1253
1316
596
707
812
910
1000
1082
1158
1227
1289
577
687
789
885
974
1056
1132
1200
1263
627
733
826
906
975
1034
1085
1128
1165
605
709
800
879
947
1006
1056
1100
1137
584
685
775
853
921
979
1029
1072
1110
564
663
751
828
895
953
1003
1046
1084
545
642
729
804
870
928
978
1021
1058
528
623
707
782
847
904
953
996
1033
539
611
668
713
747
775
797
814
828
515
585
639
681
714
740
760
777
791
493
559
610
650
681
706
725
740
753
471
534
582
620
649
672
690
704
716
450
510
555
590
617
638
655
668
679
430
486
528
561
586
605
620
633
642
See page 2 for footnotes
No Uplift
10 psf
20 psf
PNEUTEK SDK61
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
814
985
1132
1256
1360
1448
1521
1582
1633
1677
764
917
1043
1145
1227
1293
1346
1390
1425
1455
702
830
927
1002
1059
1102
1136
1163
1185
1202
774
940
1085
1209
1315
1405
1481
1545
1599
1645
725
875
999
1101
1183
1251
1306
1351
1388
1419
664
788
883
957
1013
1057
1091
1118
1139
1157
737
899
1041
1165
1272
1363
1441
1508
1565
1613
689
835
957
1059
1142
1211
1267
1314
1352
1384
629
749
842
914
970
1013
1047
1074
1095
1113
703
860
1000
1124
1231
1323
1403
1472
1531
1582
657
798
919
1020
1103
1173
1230
1278
1317
1350
596
712
803
873
928
971
1004
1031
1052
1069
672
825
962
1084
1191
1285
1366
1436
1497
1550
626
764
883
983
1066
1136
1194
1242
1283
1317
567
679
767
835
888
930
963
989
1010
1027
643
792
926
1047
1153
1247
1330
1401
1464
1519
599
733
849
948
1031
1101
1159
1209
1250
1285
539
647
732
799
851
891
923
949
969
986
617
761
893
1011
1117
1212
1295
1368
1432
1488
573
704
817
915
997
1067
1126
1176
1218
1254
513
617
700
764
814
853
885
909
929
946
592
732
861
978
1083
1177
1261
1335
1400
1458
549
676
787
883
965
1035
1094
1144
1187
1223
490
590
669
731
779
817
847
871
890
906
570
706
831
946
1051
1144
1228
1303
1369
1428
527
651
760
854
935
1005
1064
1114
1157
1194
467
563
639
699
745
782
810
833
852
867
See page 2 for footnotes
76

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN18



Pneutek SDK61 Fastener @
Supports ≥ 0.113" and ≤ 0.155"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
617
708
771
815
846
869
886
899
910
918
482
527
554
570
581
589
595
599
602
604
253
260
263
265
266
267
268
268
268
269
576
661
720
761
790
811
827
839
849
856
427
463
483
496
504
510
514
517
519
521
157
159
159
160
160
160
161
161
161
161
537
617
671
709
735
755
769
780
789
795
370
397
411
420
426
430
432
435
436
437
501
574
624
658
682
699
712
721
729
735
310
328
337
343
346
348
350
351
352
353
467
533
577
607
628
643
655
663
670
675
246
255
260
263
265
266
267
267
268
268
433
492
531
557
575
588
598
605
610
614
174
177
179
180
181
181
182
182
182
182
400
452
485
507
522
533
540
546
551
554
367
411
438
456
468
477
483
487
491
493
333
369
391
404
414
420
424
428
430
432
325
341
351
358
362
365
368
369
371
278
289
296
300
303
305
306
308
308
228
235
238
241
242
243
244
245
245
174
177
178
180
180
181
181
181
182
115
116
116
117
117
117
117
117
117
50 psf
40 psf
30 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
15'-0"
See page 2 for footnotes
PNEUTEK SDK61
www.vulcraft.com
VULCRAFT
VPS1

77
DIAPHRAGM TABLES
3.0PLN with Pneutek SDK63
3.0PLN22
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
405
491
571
645
711
772
827
876
920
959
383
466
543
614
680
740
795
844
889
929
362
443
517
587
651
710
765
814
859
900
343
422
494
561
624
682
736
786
831
872
326
402
472
538
599
656
710
759
804
845
310
385
452
516
576
632
684
733
778
820
296
369
433
495
554
609
661
709
754
795
283
354
416
476
534
587
638
686
730
772
271
339
401
459
514
567
617
664
708
750
326
386
442
497
548
597
644
687
728
313
372
427
480
530
578
624
667
708
302
359
413
464
514
561
606
648
688
291
347
399
449
498
544
588
630
670
281
336
387
436
483
528
571
613
652
272
326
375
422
469
513
555
596
635
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
17
18
20
21
21
22
23
23
24
24
17
19
20
21
22
23
23
24
24
25
17
19
20
21
22
23
24
24
25
25
17
19
20
21
22
23
24
25
25
26
17
19
20
21
23
23
24
25
26
26
17
19
20
21
23
24
25
25
26
27
16
18
20
21
23
24
25
26
26
27
16
18
20
21
23
24
25
26
27
27
16
18
20
21
23
24
25
26
27
27
18
20
21
23
24
25
26
27
28
18
20
21
23
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
20
22
23
25
26
27
28
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
347
410
471
528
583
635
685
731
775
333
396
454
511
564
615
664
710
753
321
382
439
494
546
596
644
689
732
309
370
425
478
529
579
625
670
712
299
358
411
463
514
562
608
652
694
289
346
399
449
498
546
591
634
675
326
386
442
494
543
589
630
669
704
314
372
426
477
525
570
611
649
684
302
358
411
461
508
552
592
630
664
291
346
397
446
492
535
575
612
646
281
334
384
432
477
519
558
594
628
272
323
372
419
463
504
542
578
611
300
354
402
445
484
518
548
574
597
288
339
386
428
465
498
528
553
576
276
326
371
412
448
480
509
534
556
265
314
357
397
432
463
490
515
536
255
302
344
382
416
446
473
496
517
246
291
332
369
401
430
456
479
499
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK SDK63
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
431
523
608
686
757
821
879
932
978
1020
410
497
577
649
713
770
820
864
902
936
386
469
542
605
660
707
747
781
811
836
407
495
578
654
724
787
845
898
945
988
387
471
548
618
681
738
788
832
871
905
364
443
513
575
629
675
715
749
779
804
385
471
550
624
693
756
813
866
914
957
366
447
522
590
652
707
757
801
841
876
343
419
487
547
600
645
685
719
749
774
365
448
525
597
664
726
783
836
884
928
347
425
497
564
624
679
728
773
812
848
325
398
463
522
573
618
657
690
720
745
346
428
502
572
637
698
755
807
855
899
330
405
475
540
599
653
702
746
785
821
308
378
441
498
548
592
630
663
692
718
330
409
481
549
612
672
728
780
828
872
314
387
454
517
575
628
676
720
759
795
292
360
421
476
525
567
605
638
666
691
315
392
461
527
589
648
703
754
802
846
300
370
435
496
553
605
652
696
735
771
278
343
402
455
503
545
581
613
642
666
301
376
443
507
568
625
679
730
777
821
286
354
417
477
532
583
630
673
712
747
265
328
385
436
482
523
559
590
618
642
289
361
426
488
547
603
657
707
753
797
274
340
401
459
513
563
609
651
690
725
253
313
369
419
463
503
538
568
596
619
See page 2 for footnotes
78

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN22



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
360
434
496
548
591
627
656
680
700
717
326
387
435
472
500
522
540
554
565
574
277
317
344
363
377
387
394
400
404
408
187
200
207
211
214
215
217
218
219
219
337
408
468
518
559
593
621
645
664
681
302
359
403
437
463
483
499
511
521
529
247
280
302
316
327
334
340
344
347
349
132
137
140
141
142
143
143
144
144
144
317
384
441
489
529
562
589
611
630
646
280
333
373
403
427
444
458
469
478
485
216
242
258
268
275
280
284
286
288
290
298
362
417
463
500
532
558
579
597
612
260
307
343
370
391
406
418
428
435
441
183
200
211
217
221
224
226
228
229
230
281
342
394
438
474
504
528
549
566
580
240
283
315
338
355
368
378
386
392
397
145
154
159
163
165
166
167
168
168
169
265
323
373
414
448
476
500
519
535
548
221
259
286
305
319
330
338
344
349
353
98
102
103
104
105
105
105
106
106
106
251
306
353
392
424
450
472
490
505
517
202
234
256
272
283
291
297
302
305
308
237
290
334
370
400
425
445
462
476
487
182
208
225
236
245
250
255
258
260
262
225
274
316
350
378
400
419
434
447
457
160
179
191
199
204
208
211
213
214
215
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
259
298
330
355
376
393
407
418
427
245
281
310
334
352
367
379
389
398
231
264
291
312
328
341
352
361
368
218
248
271
290
304
315
324
332
338
204
231
251
267
279
289
296
302
307
190
213
231
244
254
261
267
272
276
147
154
159
161
163
165
166
167
167
109
113
114
116
116
117
117
118
118
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

79
3.0PLN20
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
538
653
757
850
931
1003
1066
1120
1168
1209
509
621
722
813
895
967
1030
1086
1135
1178
484
591
690
779
860
932
996
1053
1103
1148
461
564
660
748
827
899
964
1021
1072
1118
439
539
632
718
797
868
933
991
1043
1089
420
516
607
691
768
839
903
961
1014
1061
402
495
583
665
741
811
875
933
986
1034
384
476
561
641
715
784
848
906
959
1007
368
458
540
618
691
759
822
880
933
982
441
521
597
669
736
798
855
908
957
425
503
577
648
713
775
832
885
934
410
486
559
627
692
753
809
862
911
397
471
541
608
672
732
788
840
888
384
456
525
590
653
712
767
819
867
372
442
509
573
634
692
747
799
847
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
24
27
29
31
32
33
34
35
36
36
24
27
29
31
32
34
35
36
37
37
24
27
29
31
33
34
35
36
37
38
24
27
29
31
33
34
36
37
38
39
24
27
29
31
33
35
36
37
38
39
23
26
29
31
33
35
36
37
39
40
23
26
29
31
33
35
36
38
39
40
23
26
29
31
33
35
36
38
39
40
22
26
28
31
33
35
36
38
39
40
25
28
31
33
35
36
38
39
41
25
28
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
29
32
34
36
37
39
41
23
26
29
31
34
36
37
39
40
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
469
555
635
712
783
849
910
966
1018
452
535
614
689
759
824
885
941
993
437
517
594
667
736
801
861
917
969
422
501
576
647
715
778
838
893
945
408
485
558
628
694
757
816
871
923
396
470
542
610
675
737
795
849
901
442
521
595
662
723
778
828
872
911
425
503
575
641
701
755
804
848
888
410
486
556
620
679
733
782
826
865
396
469
538
601
659
712
760
804
843
382
454
521
583
640
692
740
783
822
370
440
505
566
622
673
720
763
802
406
476
536
589
634
672
706
734
758
390
457
516
567
611
649
681
709
733
375
440
497
547
589
626
658
685
708
361
424
479
527
569
604
635
661
684
348
408
462
508
549
583
613
639
661
335
394
446
491
530
563
592
617
638
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK SDK63
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
572
695
805
904
991
1067
1134
1192
1242
1286
545
661
763
852
928
992
1048
1095
1135
1169
515
622
712
788
850
902
945
980
1010
1035
542
660
768
865
952
1028
1096
1155
1208
1253
516
628
727
815
890
955
1011
1060
1101
1137
486
589
677
752
814
865
908
944
974
999
515
629
734
829
915
992
1060
1120
1174
1221
489
597
694
780
855
920
977
1026
1068
1105
460
560
645
718
779
830
873
909
940
965
490
600
702
796
880
957
1025
1086
1141
1190
465
569
664
748
822
887
944
993
1037
1074
436
532
615
686
747
797
840
876
906
932
467
574
673
764
848
924
992
1054
1109
1159
443
544
636
718
791
856
913
963
1006
1044
414
507
588
657
716
766
809
844
875
901
447
549
646
735
817
892
961
1022
1078
1129
422
520
609
690
762
826
883
933
977
1016
394
484
562
630
688
737
779
814
844
870
427
527
620
707
788
862
930
992
1049
1100
404
498
585
664
735
798
855
905
949
988
376
462
538
604
661
709
750
785
815
841
409
506
597
682
761
834
902
964
1020
1072
386
478
562
639
709
772
828
878
922
962
359
442
516
580
635
683
723
758
787
812
392
487
575
658
736
808
875
936
993
1045
371
459
541
616
685
747
802
852
896
936
343
424
495
557
611
658
697
731
760
785
See page 2 for footnotes
80

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN20



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
480
573
648
707
754
791
821
845
864
880
434
507
562
602
632
654
671
685
695
704
366
412
442
462
476
486
494
499
503
507
253
268
277
282
285
287
289
290
291
291
451
540
612
670
715
751
780
804
823
838
403
472
522
559
586
606
622
634
644
651
328
366
390
406
417
424
430
434
437
439
189
197
201
203
204
205
206
206
207
207
425
510
579
634
678
713
741
764
783
798
375
438
484
517
541
560
574
584
593
600
289
318
337
348
356
361
365
368
370
372
117
119
120
120
121
121
121
121
121
121
400
482
548
601
644
677
704
726
744
758
348
405
446
476
498
514
526
535
542
548
248
269
281
289
294
297
299
301
302
303
378
456
520
570
610
642
668
689
706
720
322
374
410
436
454
468
478
486
492
497
202
215
222
226
229
231
232
233
234
234
358
432
492
540
579
609
633
653
669
682
297
342
373
395
411
422
430
436
441
445
150
156
159
161
162
163
163
163
164
164
339
410
467
512
548
577
599
618
633
645
272
311
336
354
366
375
381
386
390
393
321
388
442
485
518
545
566
583
597
609
246
278
298
312
321
327
332
336
338
340
305
368
418
458
490
514
534
550
562
573
219
243
258
267
274
278
281
284
286
287
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
349
396
433
461
484
502
516
527
537
330
374
407
434
454
470
483
493
501
311
352
382
406
424
438
449
458
465
293
330
357
378
394
406
416
423
430
275
308
332
350
363
374
382
388
393
257
285
306
321
332
341
347
353
357
205
215
221
225
227
229
231
232
233
163
168
171
173
175
176
176
177
177
116
118
119
120
120
120
121
121
121
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

81
3.0PLN19
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
660
800
924
1031
1123
1202
1270
1327
1377
1419
626
762
883
990
1083
1163
1232
1292
1343
1388
595
727
846
951
1044
1125
1196
1257
1310
1357
567
695
811
915
1007
1089
1161
1223
1278
1326
542
665
778
881
973
1054
1127
1190
1247
1296
518
638
748
849
940
1021
1094
1159
1216
1267
496
612
720
819
909
990
1063
1128
1186
1238
476
589
694
790
879
960
1032
1098
1157
1210
458
567
669
764
851
931
1004
1069
1129
1182
546
646
739
825
904
976
1042
1101
1156
527
624
715
800
878
949
1015
1075
1130
509
604
693
776
853
924
990
1050
1104
493
585
672
753
829
900
965
1025
1080
477
567
652
732
807
877
941
1001
1056
462
550
633
711
785
854
919
978
1033
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
33
37
40
43
45
46
48
49
50
51
33
37
40
43
45
47
49
50
51
52
33
37
40
43
46
47
49
51
52
53
33
37
40
43
46
48
50
51
53
54
32
37
40
43
46
48
50
52
53
55
32
36
40
43
46
48
50
52
54
55
31
36
40
43
46
48
50
52
54
55
31
35
39
43
46
48
50
52
54
56
30
35
39
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
33
38
41
44
47
50
52
54
56
33
37
41
44
47
50
52
54
56
32
37
40
44
47
49
52
54
56
32
36
40
43
46
49
51
54
56
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
581
687
786
877
961
1038
1108
1172
1229
561
664
761
851
934
1010
1080
1144
1202
542
642
737
825
907
983
1053
1117
1175
524
622
715
801
882
957
1027
1090
1149
507
603
693
779
858
933
1001
1065
1124
492
585
673
757
835
909
977
1041
1099
547
644
732
810
880
942
996
1043
1085
527
622
708
785
854
915
969
1017
1059
509
601
685
761
830
890
944
992
1034
492
582
664
739
806
866
920
967
1010
475
563
644
717
784
843
896
944
986
460
546
625
697
762
821
874
921
963
501
582
651
710
758
799
833
862
886
482
560
628
684
732
772
805
833
857
463
540
605
660
706
745
778
805
829
446
520
583
637
682
720
751
778
801
430
501
563
615
658
695
726
752
774
414
484
543
593
635
671
701
726
747
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK SDK63
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
702
851
983
1097
1195
1279
1351
1412
1464
1509
669
808
927
1027
1111
1181
1238
1287
1327
1361
631
757
860
943
1009
1063
1106
1142
1170
1194
666
811
940
1053
1152
1237
1311
1374
1429
1476
634
769
886
986
1070
1140
1200
1249
1291
1327
597
719
820
902
968
1022
1066
1102
1131
1156
633
774
900
1012
1111
1197
1272
1337
1394
1443
602
733
848
947
1031
1102
1162
1213
1257
1294
565
684
782
863
929
983
1027
1064
1093
1118
603
739
863
973
1072
1158
1235
1301
1360
1411
573
700
812
910
994
1065
1126
1179
1223
1261
537
651
748
827
893
946
990
1027
1057
1082
576
708
828
937
1035
1122
1199
1266
1326
1379
546
670
779
875
959
1031
1092
1145
1190
1229
511
621
715
793
858
911
955
991
1022
1047
551
679
796
903
1000
1086
1164
1233
1294
1348
522
641
749
843
926
997
1059
1113
1159
1199
486
594
685
762
825
878
921
957
988
1013
528
651
766
871
967
1053
1130
1200
1262
1317
499
615
720
813
894
966
1028
1082
1128
1169
464
568
657
732
794
846
889
925
955
980
507
626
738
841
935
1021
1098
1168
1231
1287
478
591
693
784
865
936
998
1052
1099
1140
444
544
630
703
764
815
858
893
923
948
487
603
712
813
905
990
1068
1138
1201
1258
459
568
668
757
837
907
969
1023
1071
1112
425
522
606
677
736
786
828
863
892
917
See page 2 for footnotes
82

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN19



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
585
692
774
837
885
922
951
974
992
1007
524
605
662
702
731
753
769
781
791
798
434
482
511
530
543
552
559
564
567
570
291
306
313
318
321
322
324
325
325
326
551
653
733
794
840
877
905
927
945
960
487
562
614
651
678
697
712
723
732
739
387
426
449
464
474
481
486
489
492
494
216
222
226
228
229
230
230
231
231
231
519
618
694
753
798
833
861
882
900
914
453
521
569
602
626
643
656
666
673
680
339
369
386
397
404
408
412
414
416
418
132
133
134
135
135
135
135
135
136
136
490
584
658
714
758
791
818
839
855
869
420
482
524
553
574
589
600
609
615
621
289
309
320
327
332
335
337
338
339
340
464
554
623
677
719
751
776
796
812
825
388
443
480
505
523
535
545
552
557
562
233
245
252
255
258
259
260
261
262
262
439
524
591
642
681
712
736
754
770
782
357
404
436
457
471
482
489
495
499
503
171
176
179
181
181
182
183
183
183
183
416
497
560
608
645
674
696
714
728
739
325
365
391
408
419
427
433
437
441
443
101
102
103
103
103
103
103
103
103
103
394
471
530
575
610
636
657
673
686
697
293
325
345
357
366
372
376
379
381
383
374
446
501
543
575
600
619
634
646
655
258
282
296
305
311
315
318
320
321
322
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
422
474
512
541
564
581
594
605
614
399
446
481
508
528
543
555
564
572
376
419
451
474
492
505
516
524
530
353
392
420
441
456
467
476
483
489
330
365
389
406
419
429
436
442
447
307
336
357
371
382
390
396
401
404
236
245
251
254
256
258
259
260
261
186
191
193
195
196
197
198
198
198
131
132
133
134
134
135
135
135
135
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

83
3.0PLN18
Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
770
932
1072
1190
1291
1375
1445
1505
1555
1597
732
889
1027
1146
1247
1333
1406
1468
1521
1566
696
850
985
1104
1206
1293
1368
1433
1488
1535
664
813
946
1064
1166
1255
1331
1398
1455
1504
635
779
910
1026
1128
1218
1295
1363
1422
1473
608
748
876
990
1092
1182
1261
1330
1390
1443
583
719
844
956
1058
1147
1227
1297
1359
1413
559
692
814
925
1025
1115
1195
1266
1329
1384
538
666
785
895
994
1083
1163
1235
1299
1356
643
759
866
964
1053
1133
1205
1270
1327
621
734
839
936
1024
1104
1176
1241
1300
600
711
814
909
997
1076
1149
1214
1273
581
689
790
884
970
1049
1122
1187
1247
562
668
767
859
945
1024
1096
1162
1222
545
648
745
836
921
999
1071
1137
1197
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
44
49
53
56
59
61
63
65
66
67
43
49
53
57
59
62
64
66
67
69
43
48
53
57
60
62
65
67
68
70
42
48
53
57
60
63
65
67
69
71
42
48
53
57
60
63
66
68
70
71
41
47
52
56
60
63
66
68
70
72
40
47
52
56
60
63
66
68
71
73
40
46
51
56
60
63
66
69
71
73
39
45
51
55
59
63
66
69
71
73
45
50
55
59
63
66
69
71
73
44
50
54
59
62
66
68
71
73
43
49
54
58
62
65
68
71
73
43
48
53
58
61
65
68
71
73
42
48
53
57
61
64
68
71
73
41
47
52
57
60
64
67
70
73
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
684
807
922
1026
1120
1205
1282
1351
1412
660
781
893
996
1090
1175
1251
1321
1383
638
756
866
967
1060
1145
1222
1292
1354
618
733
840
940
1032
1116
1193
1263
1327
598
710
816
914
1005
1089
1166
1236
1300
580
690
793
890
979
1063
1139
1209
1273
643
755
854
941
1017
1084
1141
1191
1234
620
729
827
913
989
1055
1112
1162
1206
599
706
801
886
961
1027
1085
1135
1179
579
683
777
861
935
1001
1058
1108
1153
560
662
754
837
910
975
1032
1083
1127
542
642
732
814
886
951
1008
1058
1102
586
677
752
815
866
908
942
971
995
563
652
725
786
836
877
911
939
962
542
628
699
758
807
847
880
908
931
522
605
674
732
779
818
850
877
900
503
584
651
706
752
790
822
848
869
485
563
628
682
726
763
793
819
840
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK SDK63
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
819
992
1140
1266
1373
1462
1538
1601
1654
1699
780
939
1072
1181
1270
1342
1402
1450
1491
1524
735
876
988
1076
1146
1200
1244
1279
1307
1330
778
946
1093
1219
1327
1418
1496
1562
1618
1666
740
895
1026
1135
1225
1300
1361
1411
1454
1489
696
833
944
1032
1101
1156
1200
1236
1265
1288
741
904
1048
1174
1283
1376
1456
1524
1583
1633
704
855
984
1093
1183
1259
1321
1374
1417
1454
660
794
902
989
1059
1114
1159
1195
1224
1248
707
865
1007
1131
1240
1335
1416
1487
1548
1600
671
818
944
1052
1143
1219
1283
1337
1382
1420
627
757
864
949
1018
1074
1118
1155
1184
1209
675
829
968
1091
1200
1295
1378
1450
1513
1568
640
783
907
1014
1105
1182
1247
1301
1348
1387
597
723
827
912
980
1035
1080
1116
1146
1171
646
796
931
1053
1162
1257
1341
1415
1479
1535
612
751
873
978
1069
1146
1211
1267
1314
1355
570
692
793
876
944
998
1043
1079
1109
1134
620
765
897
1018
1125
1221
1305
1380
1446
1504
586
721
840
944
1034
1112
1177
1234
1282
1323
544
663
762
843
909
963
1007
1043
1073
1098
595
736
866
984
1090
1186
1271
1346
1413
1473
562
693
810
913
1002
1079
1145
1202
1251
1293
521
635
732
811
876
929
973
1008
1038
1063
572
709
836
952
1057
1152
1238
1314
1382
1442
539
667
781
882
971
1047
1114
1171
1220
1263
499
610
703
781
845
897
940
975
1004
1028
See page 2 for footnotes
84

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN18



Pneutek SDK63 Fastener @
Supports ≥ 0.155" and ≤ 0.250"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
678
796
883
948
996
1033
1061
1083
1101
1115
603
689
747
787
816
836
852
863
872
879
493
541
570
588
600
609
615
619
623
625
324
337
345
349
351
353
354
355
356
356
639
752
837
900
947
983
1011
1032
1050
1063
561
640
693
730
756
775
788
799
807
813
438
477
500
514
523
529
534
537
539
541
238
245
248
249
250
251
252
252
252
253
603
712
793
854
900
935
962
983
999
1013
520
593
641
674
697
714
726
735
742
748
382
411
428
438
444
449
452
454
456
457
145
146
147
147
148
148
148
148
148
148
570
674
752
811
855
888
914
934
950
963
482
547
590
619
639
653
664
672
678
683
324
343
354
360
364
367
369
370
371
372
539
638
713
769
811
843
868
887
902
914
445
502
539
564
581
593
602
608
614
617
260
271
277
280
282
284
285
286
286
287
511
605
676
729
769
799
822
840
855
866
408
457
489
509
523
533
540
545
549
552
189
194
196
198
199
199
199
200
200
200
484
573
640
690
728
756
778
795
808
819
371
412
437
453
464
471
477
481
484
486
111
112
112
112
113
113
113
113
113
113
459
543
606
653
687
714
734
750
762
772
332
365
384
396
404
409
413
416
418
420
435
514
573
616
648
672
691
705
716
725
292
315
329
337
342
346
349
350
352
353
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
486
540
580
609
631
648
661
671
679
459
508
544
571
590
605
616
625
632
432
477
509
532
549
562
572
580
586
405
445
473
493
508
519
528
534
539
378
413
437
454
467
476
483
488
492
350
380
400
414
424
432
437
442
445
262
271
276
279
281
283
284
285
285
205
210
212
214
215
216
216
217
217
144
145
146
147
147
147
147
148
148
PNEUTEK SDK63
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

85
DIAPHRAGM TABLES
3.0PLN with Pneutek K64
3.0PLN22
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
404
490
570
643
710
770
824
873
916
955
382
465
542
613
679
738
793
842
886
926
361
442
516
585
650
709
763
812
856
897
342
421
493
560
623
681
734
784
828
869
325
402
471
536
598
655
708
757
802
843
310
384
451
515
575
631
683
731
776
818
295
368
433
494
553
608
659
707
752
793
283
353
416
476
533
586
637
684
729
770
271
339
400
458
514
566
616
663
707
748
325
385
442
496
547
596
642
686
726
313
372
426
479
529
577
623
666
706
301
359
412
463
513
560
604
647
687
291
347
399
449
497
543
587
629
668
281
336
386
435
482
527
570
611
651
271
325
374
422
468
512
554
595
634
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
17
18
20
21
21
22
23
23
24
24
17
19
20
21
22
23
23
24
24
25
17
19
20
21
22
23
24
24
25
25
17
19
20
21
22
23
24
25
25
26
17
19
20
21
23
23
24
25
26
26
17
19
20
21
23
24
25
25
26
27
16
18
20
21
23
24
25
26
26
27
16
18
20
21
23
24
25
26
27
27
16
18
20
21
23
24
25
26
27
27
18
20
21
23
24
25
26
27
28
18
20
21
23
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
20
22
23
25
26
27
28
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
346
410
470
527
582
634
683
729
773
333
395
454
510
563
614
663
708
751
321
382
438
493
545
595
643
688
731
309
369
424
477
529
578
624
669
711
298
357
411
463
513
561
607
650
692
288
346
398
449
498
545
590
633
674
326
385
441
494
542
587
629
667
702
313
371
425
477
524
568
609
647
682
302
358
411
461
507
551
591
628
662
291
345
397
446
491
534
573
610
644
281
334
384
431
476
518
557
593
627
271
323
372
418
462
503
541
577
610
300
353
401
444
482
516
546
572
595
287
339
385
427
464
497
526
551
574
276
326
371
411
447
479
507
532
554
265
313
357
396
431
462
489
513
534
255
301
344
381
415
445
471
495
515
245
290
331
368
400
429
455
477
497
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK K64
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
430
521
606
684
755
819
877
929
975
1016
409
496
576
648
711
768
817
861
899
932
385
468
540
603
658
704
744
778
807
832
407
494
576
652
722
785
843
895
942
985
386
470
547
617
680
735
785
829
868
902
363
442
512
573
627
673
712
746
776
801
384
470
549
623
691
754
811
864
911
954
365
446
521
589
650
705
755
799
838
873
342
418
486
546
598
643
682
716
746
771
364
448
524
596
663
724
781
834
881
925
346
424
496
563
623
677
726
770
810
845
324
397
462
520
571
616
654
688
717
742
346
427
501
571
636
697
753
805
853
897
329
404
474
538
597
651
700
743
783
818
307
377
440
497
546
590
628
661
690
715
329
409
480
548
611
671
726
778
826
870
314
386
453
516
574
626
674
718
757
792
292
359
420
475
523
566
603
635
664
689
314
391
460
526
588
647
701
752
800
844
299
369
434
495
552
603
651
694
733
768
278
342
401
454
501
543
579
611
639
664
301
375
442
506
567
624
678
728
775
819
286
353
417
476
531
582
628
671
710
745
265
327
384
435
481
522
557
588
616
640
288
361
425
487
546
602
655
705
752
795
273
339
400
458
512
561
607
649
688
723
253
313
368
418
462
501
536
567
593
617
See page 2 for footnotes
86

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN22



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
359
433
495
546
589
624
653
677
696
713
325
386
433
470
498
520
537
551
562
571
276
316
343
362
375
385
392
397
402
405
186
198
205
210
212
214
215
216
217
218
336
407
466
516
557
591
619
642
661
677
302
358
402
435
461
481
496
509
518
526
246
279
300
315
325
332
338
342
345
347
131
136
139
140
141
142
142
143
143
143
316
383
440
488
527
559
586
609
627
643
280
332
371
402
425
442
456
467
476
483
215
240
256
267
274
278
282
285
287
288
297
361
416
461
499
530
556
577
595
609
259
306
342
369
389
404
416
426
433
439
182
199
209
216
220
223
225
226
228
228
280
341
393
436
472
502
526
546
563
577
240
282
313
336
354
367
376
384
390
395
144
153
159
162
164
165
166
166
167
167
265
323
372
413
447
475
498
517
532
546
220
258
285
304
318
328
336
342
347
351
98
101
103
103
104
104
105
105
105
105
250
305
352
390
422
449
470
488
503
515
201
233
255
270
281
289
295
300
303
306
237
289
333
369
399
423
443
460
473
485
181
207
224
235
243
249
253
256
259
261
224
274
315
349
376
399
417
432
445
455
159
178
190
198
203
207
209
211
213
214
60 psf
50 psf
40 psf
30 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
259
297
329
354
375
391
405
416
425
245
280
309
332
351
366
378
387
396
231
264
290
310
327
340
350
359
366
217
247
270
288
303
314
323
330
336
203
230
250
266
278
287
295
301
305
189
212
230
243
252
260
266
270
274
146
153
158
160
162
164
165
166
166
109
112
114
115
116
116
117
117
117
See page 2 for footnotes
PNEUTEK K64
www.vulcraft.com
VULCRAFT
VPS1

87
3.0PLN20
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
558
677
787
886
975
1055
1126
1189
1244
1293
528
643
749
846
935
1014
1085
1149
1205
1256
501
612
715
809
896
975
1046
1111
1168
1220
477
583
683
775
860
939
1010
1074
1132
1185
453
557
653
743
827
904
975
1039
1098
1151
431
533
626
714
796
872
942
1006
1065
1119
412
511
601
687
767
841
911
975
1033
1088
394
490
578
661
739
813
881
944
1003
1057
377
471
556
637
714
786
853
916
974
1029
454
536
615
689
760
826
889
947
1001
437
517
594
667
736
801
863
920
974
422
500
574
645
713
777
838
895
949
407
483
556
625
692
755
815
871
924
393
468
538
606
671
733
792
848
901
379
453
522
588
652
713
771
826
878
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
24
27
29
31
32
33
34
35
36
36
24
27
29
31
32
34
35
36
37
37
24
27
29
31
33
34
35
36
37
38
24
27
29
31
33
34
36
37
38
39
24
27
29
31
33
35
36
37
38
39
23
26
29
31
33
35
36
37
39
40
23
26
29
31
33
35
36
38
39
40
23
26
29
31
33
35
36
38
39
40
22
26
28
31
33
35
36
38
39
40
25
28
31
33
35
36
38
39
41
25
28
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
29
32
34
36
37
39
41
23
26
29
31
34
36
37
39
40
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
483
570
654
733
809
879
945
1007
1065
465
550
632
709
783
852
918
979
1036
448
532
611
687
759
827
892
952
1009
432
514
591
665
736
803
867
927
983
418
498
573
645
714
780
843
902
958
404
482
555
626
694
758
820
879
934
459
542
621
694
762
824
881
933
981
442
523
599
671
737
799
855
907
954
426
505
579
649
714
775
830
882
929
411
487
560
628
692
752
807
858
904
397
471
542
609
672
730
784
835
881
384
456
525
591
652
709
763
813
858
431
508
578
641
697
747
792
831
866
414
489
557
618
673
722
766
805
839
398
471
537
597
651
699
741
779
813
383
454
518
576
629
676
718
755
788
370
438
500
557
609
655
696
732
765
357
423
484
539
589
634
674
710
742
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK K64
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
594
721
837
943
1038
1122
1198
1264
1323
1376
570
692
802
900
986
1062
1127
1185
1234
1278
545
660
762
850
926
990
1045
1092
1132
1166
562
684
797
900
994
1079
1154
1222
1282
1336
539
656
763
859
944
1020
1086
1144
1195
1239
514
625
724
810
885
949
1004
1051
1092
1127
533
651
760
861
953
1037
1113
1181
1243
1298
510
624
727
821
905
980
1046
1105
1157
1202
486
593
689
773
847
910
965
1013
1054
1089
507
620
726
825
915
998
1074
1143
1205
1261
485
594
694
786
869
943
1009
1068
1120
1166
460
564
657
739
811
874
929
976
1017
1053
482
592
695
791
880
962
1037
1106
1168
1225
461
567
664
753
835
908
974
1033
1085
1132
437
537
627
707
778
840
894
941
982
1018
459
567
666
760
847
927
1002
1070
1133
1190
440
541
636
723
803
875
940
999
1052
1099
416
512
600
678
747
808
861
908
949
985
438
543
640
730
816
895
969
1037
1099
1157
420
518
610
695
773
844
909
967
1020
1068
397
490
574
650
718
778
831
877
917
953
419
522
615
703
786
864
937
1005
1067
1125
402
497
586
669
745
815
879
937
990
1037
379
469
550
624
691
749
801
847
887
923
401
501
592
678
759
836
907
974
1036
1094
385
477
563
644
719
788
851
908
961
1008
362
449
528
600
665
723
774
819
858
894
See page 2 for footnotes
88

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN20



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
70 psf
80 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
516
623
714
790
852
904
947
983
1013
1038
483
577
653
714
762
800
831
856
876
892
440
517
574
617
649
673
692
707
718
728
380
432
467
490
507
519
528
534
539
544
285
307
320
327
332
336
338
340
341
342
125
127
128
128
129
129
129
129
129
129
485
588
676
750
811
862
905
941
970
995
452
542
614
672
718
755
784
808
827
843
407
478
530
568
597
619
635
648
659
667
340
382
410
428
441
450
456
461
465
468
221
233
239
243
245
247
248
249
250
250
458
556
641
713
773
823
865
900
929
954
424
509
578
632
676
711
738
761
779
794
377
441
487
521
546
565
580
591
599
606
298
331
351
365
373
380
384
387
390
392
147
151
153
154
155
155
156
156
156
156
433
527
609
678
737
786
827
861
890
914
398
479
543
595
636
669
695
716
733
747
347
404
445
475
496
512
524
533
540
546
254
276
290
298
304
307
310
312
313
315
410
501
579
646
703
750
790
824
852
876
374
450
511
560
598
628
652
671
687
700
318
369
403
428
445
458
468
475
481
486
203
216
224
228
231
232
234
235
235
236
389
476
552
616
671
717
756
788
816
839
352
423
480
525
561
588
610
628
642
654
290
332
361
380
394
404
411
417
421
424
144
149
152
153
154
155
155
156
156
156
369
453
526
588
641
685
723
754
781
803
331
398
451
492
524
550
569
585
598
608
260
294
316
331
341
348
353
357
360
362
351
432
502
562
612
655
691
722
747
769
312
374
422
460
489
511
529
543
554
563
228
254
269
279
285
290
293
296
298
299
335
412
479
537
585
626
661
690
715
735
293
350
394
428
453
473
488
500
510
518
192
208
218
223
227
230
232
233
234
235
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
393
458
513
559
599
632
659
683
703
376
438
490
535
572
603
630
652
671
359
418
469
511
546
576
601
622
639
344
400
448
488
521
549
572
592
608
329
383
428
465
497
523
545
563
578
315
366
408
444
473
497
517
534
548
327
366
396
418
435
448
458
466
472
303
338
363
382
396
406
414
421
426
279
308
329
344
355
364
370
375
379
254
278
294
305
314
320
325
329
331
226
244
256
265
271
275
278
281
283
196
208
216
221
225
228
230
231
232
157
162
164
166
167
168
168
169
169
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

89
3.0PLN19
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
699
848
984
1106
1214
1310
1394
1467
1531
1588
662
806
938
1058
1165
1261
1346
1421
1487
1546
628
767
896
1013
1119
1215
1300
1376
1444
1504
598
732
857
971
1076
1171
1257
1333
1402
1464
570
700
821
933
1036
1130
1215
1292
1362
1425
544
670
787
896
998
1091
1176
1253
1323
1387
519
642
756
863
962
1054
1138
1215
1286
1350
497
617
727
831
928
1019
1102
1179
1250
1315
476
593
700
802
897
986
1069
1145
1216
1280
571
675
774
867
955
1036
1112
1183
1247
551
652
748
839
925
1006
1081
1151
1216
532
630
724
813
897
977
1051
1120
1185
514
609
701
788
871
949
1022
1091
1156
497
590
679
765
846
923
995
1063
1128
481
572
659
742
822
898
969
1037
1100
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
33
37
40
43
45
46
48
49
50
51
33
37
40
43
45
47
49
50
51
52
33
37
40
43
46
47
49
51
52
53
33
37
40
43
46
48
50
51
53
54
32
37
40
43
46
48
50
52
53
55
32
36
40
43
46
48
50
52
54
55
31
36
40
43
46
48
50
52
54
55
31
35
39
43
46
48
50
52
54
56
30
35
39
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
33
38
41
44
47
50
52
54
56
33
37
41
44
47
50
52
54
56
32
37
40
44
47
49
52
54
56
32
36
40
43
46
49
51
54
56
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
608
718
823
923
1016
1102
1183
1258
1327
586
693
796
893
984
1070
1150
1224
1293
566
670
770
865
955
1039
1118
1192
1261
547
648
746
838
926
1010
1088
1161
1230
529
628
723
813
900
982
1059
1131
1200
511
608
701
790
874
955
1031
1103
1171
582
688
787
879
964
1041
1111
1175
1233
561
664
761
851
934
1010
1080
1144
1202
541
641
736
824
905
981
1050
1113
1171
522
620
712
798
878
953
1021
1084
1142
505
600
690
774
853
926
994
1056
1113
488
581
668
751
828
901
967
1029
1086
553
652
742
823
896
960
1017
1068
1112
532
628
716
795
866
930
986
1036
1081
513
606
691
769
839
901
957
1006
1050
494
585
668
744
812
874
929
977
1021
477
565
646
720
787
848
902
950
993
461
546
626
698
764
823
876
923
966
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK K64
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
743
903
1047
1177
1292
1393
1483
1561
1629
1689
718
872
1009
1130
1235
1326
1405
1473
1531
1582
691
838
966
1075
1169
1249
1316
1373
1421
1463
704
858
998
1126
1240
1342
1432
1512
1582
1644
679
828
961
1080
1184
1276
1356
1425
1485
1538
653
794
919
1027
1120
1200
1268
1326
1375
1417
668
816
953
1078
1191
1292
1383
1464
1536
1600
644
787
917
1034
1137
1229
1309
1379
1441
1495
618
755
876
982
1074
1153
1222
1280
1331
1374
636
779
911
1033
1145
1246
1337
1419
1492
1557
612
750
877
991
1093
1184
1264
1335
1398
1453
587
719
836
940
1031
1110
1178
1237
1288
1332
607
744
873
992
1102
1202
1293
1375
1449
1516
583
717
839
951
1052
1142
1222
1294
1357
1413
558
685
800
901
991
1069
1137
1196
1247
1291
579
712
837
954
1061
1160
1251
1333
1408
1475
557
685
805
914
1013
1102
1182
1254
1317
1374
532
655
766
865
953
1030
1098
1157
1208
1253
553
683
804
918
1023
1121
1211
1293
1368
1436
532
657
772
879
976
1064
1144
1216
1280
1337
508
626
734
831
917
994
1060
1119
1170
1215
529
656
774
884
988
1084
1173
1255
1330
1399
510
630
742
846
942
1029
1108
1179
1243
1301
485
600
705
800
884
959
1025
1083
1135
1180
507
631
745
853
954
1049
1137
1218
1293
1362
489
605
714
816
910
995
1074
1144
1209
1267
465
576
678
770
853
926
992
1050
1100
1145
See page 2 for footnotes
90

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN19



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
70 psf
80 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
662
799
915
1012
1093
1159
1214
1260
1298
1330
628
753
855
937
1002
1055
1097
1132
1160
1183
588
697
781
845
894
932
962
986
1005
1020
538
624
687
732
764
789
807
821
833
841
468
528
566
592
609
622
631
638
643
648
366
395
411
421
427
432
435
437
439
441
624
756
869
964
1044
1110
1165
1211
1249
1282
591
710
808
887
951
1003
1044
1078
1106
1128
550
652
731
792
838
874
902
924
942
957
496
574
630
670
699
720
736
748
758
766
417
465
495
515
528
538
545
550
554
557
292
308
317
323
326
328
330
331
332
333
590
717
827
920
998
1063
1118
1164
1202
1235
556
671
765
842
903
953
994
1026
1053
1076
514
611
685
741
784
818
844
864
881
894
456
526
575
609
634
652
665
676
684
690
364
401
423
437
446
452
457
460
463
465
207
214
218
220
221
222
222
223
223
223
558
681
787
878
955
1019
1073
1119
1157
1190
525
635
725
799
858
906
945
977
1003
1024
481
572
640
693
733
763
787
806
821
833
417
479
520
549
569
584
595
603
609
614
308
332
346
355
361
364
367
369
371
372
110
111
111
112
112
112
112
112
112
112
530
648
751
839
914
978
1031
1076
1114
1147
496
601
687
758
815
861
898
929
954
975
451
535
598
646
682
710
731
748
761
772
379
431
465
488
503
515
523
529
534
538
244
258
265
269
272
274
275
276
277
277
504
618
717
803
876
938
991
1035
1073
1105
470
570
652
720
774
818
854
883
906
926
422
499
557
600
632
657
676
690
702
711
340
381
407
425
436
444
450
455
458
461
170
175
177
179
180
180
181
181
181
181
480
590
686
769
841
901
953
996
1033
1065
445
541
619
683
735
776
810
837
860
879
394
465
517
555
583
604
621
633
643
651
298
329
347
359
367
372
376
379
381
383
458
564
657
738
807
866
916
959
995
1026
422
513
588
648
697
736
768
793
815
832
367
431
476
509
534
552
565
576
584
590
251
271
283
290
294
297
299
301
302
303
437
539
629
708
775
832
881
923
958
989
401
487
558
615
660
697
727
750
770
786
341
397
436
464
483
498
509
517
524
529
197
207
213
216
218
220
220
221
222
222
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
517
604
679
745
800
848
888
923
952
496
580
653
716
770
816
855
889
917
476
557
628
688
741
785
823
855
883
457
535
604
662
713
755
792
823
850
439
515
581
637
686
727
762
792
817
423
496
559
613
660
699
733
761
786
463
529
582
625
659
686
708
726
740
439
501
551
590
621
646
666
682
695
416
474
520
556
584
606
624
639
650
394
448
489
521
547
567
582
595
605
372
421
458
487
509
527
540
551
560
350
394
427
452
471
486
497
507
514
361
394
416
432
444
452
458
463
467
132
135
137
138
139
139
139
140
140
140
324
350
367
379
387
393
398
401
404
285
303
315
323
329
333
336
338
340
240
252
260
265
268
270
272
274
275
190
197
201
203
205
206
207
207
208
133
136
137
138
139
139
139
139
140
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

91
3.0PLN18
Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
826
1003
1162
1304
1428
1536
1630
1712
1783
1845
783
954
1109
1248
1372
1481
1577
1661
1735
1799
744
909
1060
1197
1319
1429
1526
1611
1687
1754
708
867
1014
1149
1270
1379
1477
1564
1641
1709
676
829
972
1104
1224
1332
1430
1517
1596
1666
646
794
933
1062
1180
1287
1385
1473
1552
1624
618
762
897
1023
1139
1245
1342
1431
1511
1583
592
732
863
986
1100
1205
1301
1390
1470
1543
567
704
832
951
1063
1167
1263
1351
1431
1505
678
802
919
1029
1131
1226
1313
1394
1468
654
775
889
996
1097
1190
1277
1358
1432
632
749
860
965
1064
1157
1243
1323
1397
611
725
833
936
1033
1125
1210
1290
1364
591
702
808
909
1004
1094
1179
1258
1331
572
680
784
883
976
1065
1149
1227
1300
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
44
49
53
56
59
61
63
65
66
67
43
49
53
57
59
62
64
66
67
69
43
48
53
57
60
62
65
67
68
70
42
48
53
57
60
63
65
67
69
71
42
48
53
57
60
63
66
68
70
71
41
47
52
56
60
63
66
68
70
72
40
47
52
56
60
63
66
68
71
73
40
46
51
56
60
63
66
69
71
73
39
45
51
55
59
63
66
69
71
73
45
50
55
59
63
66
69
71
73
44
50
54
59
62
66
68
71
73
43
49
54
58
62
65
68
71
73
43
48
53
58
61
65
68
71
73
42
48
53
57
61
64
68
71
73
41
47
52
57
60
64
67
70
73
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
722
853
978
1094
1203
1304
1397
1483
1561
696
824
945
1060
1167
1266
1359
1444
1523
672
797
915
1027
1132
1231
1322
1407
1486
650
771
886
996
1099
1197
1287
1372
1451
629
747
859
967
1068
1164
1254
1338
1416
609
724
834
939
1039
1133
1222
1305
1383
692
817
934
1041
1139
1228
1308
1380
1445
667
789
903
1008
1104
1192
1272
1344
1409
643
762
873
976
1071
1158
1237
1309
1375
621
737
846
947
1040
1126
1204
1276
1341
600
713
819
918
1010
1095
1173
1244
1309
581
691
795
892
982
1066
1143
1213
1278
657
773
878
972
1054
1127
1191
1247
1297
632
745
848
939
1021
1092
1156
1212
1261
609
719
819
909
988
1059
1122
1177
1226
587
694
792
880
958
1028
1089
1144
1192
567
671
766
852
929
998
1058
1112
1160
548
649
742
826
901
969
1029
1082
1129
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
PNEUTEK K64
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
879
1067
1237
1387
1519
1634
1734
1821
1897
1963
849
1030
1190
1329
1449
1552
1639
1714
1779
1834
818
989
1137
1263
1369
1457
1532
1594
1647
1691
833
1015
1180
1328
1460
1576
1678
1767
1845
1914
804
979
1135
1272
1392
1495
1584
1661
1728
1785
773
939
1083
1207
1313
1402
1477
1541
1595
1641
791
967
1128
1273
1404
1520
1623
1714
1795
1866
763
932
1084
1219
1338
1442
1532
1610
1678
1738
732
893
1034
1156
1260
1350
1425
1490
1545
1592
753
923
1079
1222
1351
1467
1571
1663
1745
1818
726
889
1037
1170
1287
1391
1482
1561
1631
1691
695
851
988
1108
1211
1300
1376
1441
1497
1545
719
882
1034
1174
1302
1417
1521
1614
1698
1772
691
849
994
1124
1240
1343
1434
1514
1585
1647
662
812
945
1063
1165
1253
1329
1395
1451
1499
687
845
993
1130
1255
1370
1473
1567
1652
1727
660
813
953
1081
1195
1298
1389
1469
1541
1604
631
776
906
1021
1122
1209
1285
1350
1407
1456
658
811
954
1088
1211
1325
1428
1522
1607
1684
631
779
916
1040
1153
1255
1345
1426
1498
1562
603
743
869
982
1081
1167
1242
1308
1364
1414
629
779
918
1049
1170
1282
1385
1478
1564
1642
605
748
881
1003
1114
1214
1304
1385
1457
1522
576
712
835
945
1042
1127
1202
1267
1324
1373
603
749
885
1012
1131
1241
1343
1437
1522
1601
580
719
848
967
1076
1175
1265
1346
1418
1483
552
684
803
910
1006
1090
1164
1228
1285
1334
See page 2 for footnotes
92

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN18



Pneutek K64 Fastener @
Supports ≥ 0.187" and ≤ 0.312"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
70 psf
80 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
782
942
1075
1185
1275
1349
1409
1458
1499
1533
742
886
1002
1093
1165
1223
1268
1305
1335
1359
693
817
911
982
1035
1076
1108
1133
1153
1169
631
729
797
846
881
906
926
941
952
961
547
611
653
680
699
712
721
728
734
738
423
453
471
481
488
492
495
498
500
501
738
892
1022
1130
1219
1292
1353
1403
1444
1479
698
836
948
1036
1107
1163
1208
1244
1273
1297
648
765
853
920
971
1009
1039
1062
1081
1096
582
670
731
774
805
827
844
857
867
874
486
538
570
591
605
615
622
627
631
634
336
353
362
368
371
374
375
376
377
378
698
847
973
1079
1167
1239
1299
1349
1391
1426
658
790
898
983
1052
1106
1150
1185
1214
1237
606
716
799
861
908
944
972
993
1011
1025
535
613
666
703
729
748
762
773
781
788
423
462
485
500
510
516
521
524
527
529
237
244
248
250
251
252
252
253
253
253
662
805
928
1031
1117
1189
1249
1298
1340
1375
621
748
851
933
999
1052
1094
1128
1156
1179
568
670
747
805
848
881
906
926
941
954
489
557
602
633
654
669
681
689
696
701
356
382
397
406
411
415
418
420
422
423
125
126
127
127
127
127
127
127
127
127
628
767
886
986
1071
1141
1200
1250
1291
1326
587
709
807
886
949
1000
1040
1073
1100
1121
531
627
697
750
789
819
841
859
873
884
443
500
537
561
578
589
598
605
609
613
281
295
303
307
310
312
313
314
315
315
597
731
847
945
1027
1096
1154
1203
1244
1278
556
672
766
842
902
950
988
1019
1045
1066
497
585
649
696
731
757
777
792
805
814
396
441
469
487
500
508
514
519
522
525
194
199
202
203
204
205
205
206
206
206
569
698
810
905
986
1053
1110
1158
1198
1232
527
638
727
799
856
901
938
967
991
1011
464
544
601
643
673
696
713
726
736
745
346
379
399
411
419
425
429
432
434
436
543
668
776
868
947
1013
1068
1115
1154
1188
500
605
690
758
812
855
889
916
939
957
432
503
554
590
615
634
649
659
668
675
290
312
324
331
336
339
341
343
344
345
519
639
744
833
909
974
1028
1073
1112
1145
475
575
655
719
769
809
841
866
887
904
400
463
506
536
557
572
584
592
599
604
226
237
243
246
248
250
251
251
252
252
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
613
714
800
874
937
989
1034
1071
1103
588
685
769
841
901
952
995
1032
1062
564
658
740
809
867
916
958
993
1023
542
633
711
778
834
882
922
956
984
521
609
684
748
803
848
887
919
947
501
586
659
720
772
816
853
884
910
546
621
681
727
764
793
817
836
851
518
588
643
686
720
747
768
785
799
491
556
607
646
676
700
719
734
747
464
524
570
605
632
654
670
684
694
438
492
534
565
588
607
621
633
642
412
460
497
524
544
559
571
581
589
421
456
480
497
509
517
524
529
533
377
404
422
435
443
450
454
458
461
329
349
362
370
376
380
383
385
387
277
290
297
302
306
308
310
311
312
218
225
229
231
233
234
235
236
236
152
155
156
157
157
158
158
158
159
154
156
157
158
158
158
159
159
159
PNEUTEK K64
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

93
DIAPHRAGM TABLES
3.0PLN with Pneutek K66
3.0PLN22
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
413
501
582
658
727
790
848
900
946
989
389
474
553
626
694
757
814
866
913
956
367
451
526
598
664
725
782
834
882
925
348
429
502
571
636
696
752
804
851
895
330
409
480
547
610
669
724
775
823
867
315
391
459
524
585
643
698
748
796
840
300
375
440
503
563
620
673
723
770
814
287
358
423
484
542
597
650
699
745
789
275
343
407
466
522
576
628
676
722
765
330
392
449
504
557
607
655
700
743
317
378
433
487
538
588
634
679
721
305
365
419
471
521
569
615
659
701
294
352
405
456
505
552
597
640
681
284
341
392
441
489
535
580
622
663
275
329
380
428
475
520
563
605
645
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
17
18
20
21
21
22
23
23
24
24
17
19
20
21
22
23
23
24
24
25
17
19
20
21
22
23
24
24
25
25
17
19
20
21
22
23
24
25
25
26
17
19
20
21
23
23
24
25
26
26
17
19
20
21
23
24
25
25
26
27
16
18
20
21
23
24
25
26
26
27
16
18
20
21
23
24
25
26
27
27
16
18
20
21
23
24
25
26
27
27
18
20
21
23
24
25
26
27
28
18
20
21
23
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
21
22
24
25
26
27
28
17
19
20
22
23
25
26
27
28
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
351
417
478
536
592
646
697
745
790
337
402
461
518
573
625
675
722
767
325
388
445
501
554
606
655
701
746
313
375
431
485
537
587
635
681
725
302
362
417
470
521
570
617
662
705
292
350
404
455
505
553
599
644
686
331
391
449
503
553
600
644
684
721
318
377
432
485
534
580
623
663
700
307
363
417
468
517
562
604
643
680
295
350
403
453
500
544
586
624
660
285
339
390
438
484
528
568
606
642
275
327
377
425
470
512
552
589
624
305
359
409
454
495
531
563
591
617
292
345
393
437
476
511
542
570
595
280
331
378
420
458
492
523
550
573
269
319
364
405
441
474
504
530
553
259
307
350
390
425
457
486
511
533
249
295
337
376
410
441
468
493
514
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
20 psf
PNEUTEK K66
10 psf
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
439
532
619
700
773
841
902
957
1007
1052
418
507
589
663
730
790
843
890
932
969
394
478
553
620
677
728
771
808
841
869
413
505
588
666
738
805
866
921
972
1017
394
480
559
631
697
756
809
856
898
935
370
451
524
588
645
694
737
774
807
835
390
479
560
636
706
772
832
887
938
984
373
455
531
602
666
724
776
824
866
904
349
427
497
559
615
663
705
742
775
803
370
456
534
608
676
741
800
855
906
952
353
432
506
574
637
694
746
793
836
874
330
405
472
533
587
634
676
712
744
772
351
435
510
582
649
712
770
825
875
922
335
412
483
549
611
667
718
765
807
845
313
384
450
508
561
607
648
684
715
743
335
416
489
558
623
684
742
796
846
893
319
393
462
526
586
641
691
738
780
818
297
366
429
485
536
582
622
657
688
715
319
399
468
535
599
659
716
769
819
865
304
376
442
505
563
617
666
712
754
792
283
349
409
464
514
558
597
632
662
689
306
381
450
515
577
635
691
744
793
839
290
360
424
485
541
594
643
688
729
767
269
333
391
445
493
536
574
607
637
664
293
365
433
495
556
613
668
719
768
814
277
345
407
466
521
573
621
665
706
744
257
318
375
426
473
515
552
585
614
640
See page 2 for footnotes
94

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN22



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
367
443
509
564
610
648
680
707
729
748
333
397
448
488
519
544
564
579
592
602
284
328
358
379
395
406
414
421
426
430
195
209
217
222
225
228
229
230
231
232
343
416
479
532
576
613
644
670
692
710
309
368
415
452
481
503
521
535
546
556
254
290
314
331
343
351
357
362
366
369
139
144
148
149
150
151
152
152
152
153
322
392
452
502
545
581
610
635
656
674
286
341
384
417
443
463
479
491
501
510
223
251
269
281
289
295
299
302
305
306
303
369
427
475
516
550
578
602
622
639
265
316
354
384
406
424
438
448
457
464
190
209
221
228
233
236
239
241
242
243
286
349
403
449
488
520
547
570
589
605
246
291
325
351
370
385
396
405
412
418
151
162
168
171
174
175
176
177
178
178
270
330
381
425
462
492
518
539
557
572
226
266
296
317
333
345
354
362
367
372
103
107
109
110
111
111
112
112
112
112
255
312
361
402
437
465
489
509
526
540
207
241
266
283
296
305
312
317
321
325
241
295
341
380
413
439
462
480
495
508
187
215
234
247
256
263
268
272
274
277
228
280
323
359
389
414
435
452
466
477
165
186
200
208
215
219
222
224
226
228
60 psf
50 psf
40 psf
30 psf
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
265
305
339
367
389
408
423
436
447
250
288
319
344
365
382
395
407
416
236
271
300
322
340
355
367
377
385
223
254
280
300
316
329
339
347
354
209
237
260
277
291
301
310
317
322
195
220
239
253
264
273
280
285
290
153
162
167
170
172
174
175
176
177
115
119
121
122
123
124
124
125
125
See page 2 for footnotes
PNEUTEK K66
www.vulcraft.com
VULCRAFT
VPS1

95
3.0PLN20
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
561
682
792
892
983
1064
1136
1200
1257
1307
531
647
754
852
941
1022
1094
1159
1217
1269
504
615
719
814
902
982
1055
1120
1179
1232
479
586
687
780
866
945
1017
1083
1142
1196
455
560
657
748
832
910
982
1047
1107
1162
433
536
630
718
800
877
948
1014
1073
1128
413
513
604
690
771
846
916
981
1041
1096
395
493
581
664
743
817
886
951
1010
1066
379
474
559
640
717
790
858
922
981
1036
456
539
618
693
764
831
894
953
1008
439
520
597
670
740
806
868
926
981
423
502
577
648
717
782
843
901
955
408
485
558
628
695
759
819
876
930
394
470
541
609
674
737
796
853
906
381
455
524
591
655
716
775
830
883
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
24
27
29
31
32
33
34
35
36
36
24
27
29
31
32
34
35
36
37
37
24
27
29
31
33
34
35
36
37
38
24
27
29
31
33
34
36
37
38
39
24
27
29
31
33
35
36
37
38
39
23
26
29
31
33
35
36
37
39
40
23
26
29
31
33
35
36
38
39
40
23
26
29
31
33
35
36
38
39
40
22
26
28
31
33
35
36
38
39
40
25
28
31
33
35
36
38
39
41
25
28
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
30
32
34
36
38
39
41
24
27
29
32
34
36
37
39
41
23
26
29
31
34
36
37
39
40
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
485
573
657
737
813
884
951
1014
1072
467
553
635
713
787
857
923
985
1043
450
534
614
690
762
831
897
958
1016
434
516
594
668
739
807
871
932
989
419
500
575
648
717
784
847
907
964
405
484
558
629
697
762
824
883
940
461
545
624
698
766
829
887
940
989
444
525
602
674
742
804
861
914
962
428
507
582
652
718
779
836
888
936
413
490
563
632
696
756
812
864
911
398
473
545
612
675
734
789
840
887
385
458
528
593
655
713
768
818
865
433
511
581
645
702
753
799
839
875
416
491
560
622
678
728
773
812
847
400
473
540
600
655
704
748
787
821
385
456
521
580
633
681
724
762
796
371
440
503
561
613
659
701
739
772
358
425
486
542
593
639
680
716
749
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
20 psf
PNEUTEK K66
10 psf
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
597
725
843
949
1046
1132
1208
1277
1337
1391
573
697
808
907
994
1071
1138
1197
1248
1293
548
665
767
857
934
1000
1056
1104
1146
1181
565
688
802
906
1001
1087
1164
1233
1295
1350
542
660
768
865
952
1028
1096
1155
1207
1253
517
629
729
816
892
958
1014
1063
1105
1141
536
654
765
866
960
1045
1122
1192
1254
1311
513
627
732
827
912
988
1056
1116
1168
1215
489
597
693
779
854
919
975
1024
1066
1102
509
624
730
830
921
1005
1082
1152
1215
1273
488
597
699
791
875
950
1018
1078
1131
1179
463
567
661
744
818
882
938
986
1028
1065
484
596
699
795
885
968
1044
1114
1178
1236
464
570
668
758
840
915
982
1042
1096
1144
440
540
631
712
784
847
902
951
993
1030
461
570
670
764
852
933
1009
1078
1142
1200
442
544
639
727
808
881
948
1008
1062
1110
418
515
603
682
752
815
869
917
959
996
440
546
643
734
820
900
975
1044
1108
1166
423
521
613
699
778
850
916
975
1029
1078
399
492
577
654
723
784
838
885
927
964
421
524
618
707
791
869
943
1011
1075
1134
404
499
589
672
749
820
885
944
998
1047
381
471
553
628
695
755
808
855
896
933
403
504
595
681
763
840
913
981
1044
1102
387
479
566
647
723
793
857
915
969
1017
364
451
531
604
669
728
780
826
867
903
See page 2 for footnotes
96

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN20



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
70 psf
80 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
519
627
719
797
861
914
959
996
1027
1053
486
582
659
721
771
810
842
868
889
906
444
522
580
624
658
683
702
718
730
739
384
437
473
498
515
527
536
543
549
553
288
311
325
333
338
342
344
346
348
349
127
129
130
131
131
131
131
132
132
132
488
592
681
756
819
872
916
952
983
1009
455
546
620
679
726
764
794
819
839
855
410
482
536
576
605
628
645
659
669
678
343
387
416
435
448
457
464
469
473
476
224
237
243
247
250
252
253
254
254
255
460
560
646
719
780
832
875
911
941
967
426
513
583
639
684
720
748
772
790
806
379
445
493
528
554
574
589
600
609
617
302
335
357
370
380
386
391
394
397
399
150
154
156
157
158
158
159
159
159
159
435
531
613
684
744
794
836
871
901
927
400
482
548
601
643
677
704
726
743
758
350
408
450
481
503
520
532
542
549
555
257
280
294
303
309
313
316
318
319
320
412
504
583
651
709
758
799
834
863
888
376
454
516
565
605
636
661
681
697
711
321
372
408
434
452
465
475
483
489
494
206
220
227
232
235
237
238
239
240
240
391
479
555
621
677
724
764
798
826
850
354
427
485
531
567
596
619
637
652
664
292
336
365
386
400
410
418
424
428
432
146
152
154
156
157
158
158
158
159
159
371
456
529
593
647
692
731
763
791
814
333
401
455
497
531
557
577
594
607
618
263
298
321
336
346
354
359
363
366
369
353
434
505
566
618
662
699
730
756
779
314
377
426
465
495
518
536
551
563
572
231
257
273
283
290
295
299
301
303
305
336
414
482
541
590
632
668
698
723
745
295
353
398
433
459
479
495
508
518
526
195
211
221
227
231
234
236
237
238
239
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
396
461
517
564
605
638
667
691
712
378
440
494
539
578
610
637
660
679
361
421
472
515
552
582
608
629
648
346
403
451
492
527
555
579
599
617
331
385
431
470
502
529
551
570
586
317
368
411
448
478
503
523
541
555
330
370
400
423
441
454
465
473
480
306
341
367
387
401
412
421
428
433
282
312
333
349
361
369
376
381
386
257
281
298
310
319
325
330
334
337
229
248
260
269
275
279
283
285
288
198
211
219
225
229
232
234
235
237
160
164
167
169
170
171
171
172
172
101
102
102
103
103
103
104
104
104
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

97
3.0PLN19
Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern



Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
703
854
991
1115
1225
1322
1408
1483
1549
1607
666
811
945
1066
1175
1272
1359
1435
1503
1564
632
772
902
1020
1128
1225
1312
1390
1459
1521
602
736
862
978
1084
1180
1267
1346
1416
1479
574
704
825
939
1043
1138
1225
1304
1375
1439
547
674
792
902
1004
1098
1185
1263
1335
1400
522
646
760
868
968
1061
1146
1225
1297
1363
499
620
731
836
934
1025
1110
1188
1260
1326
478
596
704
806
902
992
1076
1153
1225
1291
574
679
778
872
960
1043
1120
1191
1258
554
655
752
844
930
1012
1088
1159
1225
534
633
727
817
902
982
1058
1128
1194
516
612
704
792
875
954
1029
1099
1164
499
593
682
768
850
928
1001
1070
1135
482
574
662
746
826
902
975
1043
1108
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
33
37
40
43
45
46
48
49
50
51
33
37
40
43
45
47
49
50
51
52
33
37
40
43
46
47
49
51
52
53
33
37
40
43
46
48
50
51
53
54
32
37
40
43
46
48
50
52
53
55
32
36
40
43
46
48
50
52
54
55
31
36
40
43
46
48
50
52
54
55
31
35
39
43
46
48
50
52
54
56
30
35
39
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
34
38
42
45
48
50
52
54
56
33
38
41
44
47
50
52
54
56
33
37
41
44
47
50
52
54
56
32
37
40
44
47
49
52
54
56
32
36
40
43
46
49
51
54
56
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
611
722
828
928
1022
1110
1191
1267
1338
589
697
800
898
990
1077
1158
1233
1303
568
673
774
869
960
1045
1125
1200
1270
549
651
749
843
931
1015
1094
1169
1238
531
631
726
817
904
987
1065
1139
1208
513
611
704
793
879
960
1037
1110
1178
585
692
792
885
970
1049
1121
1186
1245
564
667
765
856
940
1017
1088
1154
1213
544
644
739
828
911
987
1058
1122
1182
525
623
716
803
884
959
1029
1093
1152
507
603
693
778
858
932
1001
1064
1123
491
583
672
755
833
906
974
1037
1095
556
656
747
829
903
969
1028
1079
1125
535
632
721
801
874
938
996
1048
1093
515
609
696
774
845
909
966
1017
1062
497
588
672
749
819
881
938
988
1033
479
568
650
725
794
855
910
960
1004
463
549
629
703
769
830
884
933
977
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
20 psf
PNEUTEK K66
10 psf
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
748
909
1055
1186
1303
1406
1498
1578
1648
1710
723
878
1017
1139
1246
1339
1420
1490
1551
1603
696
844
973
1085
1181
1263
1332
1391
1441
1484
708
863
1005
1134
1250
1353
1445
1527
1599
1663
684
833
968
1088
1195
1288
1370
1441
1503
1557
657
800
926
1036
1131
1213
1283
1342
1394
1438
673
821
959
1085
1200
1303
1396
1478
1552
1618
648
792
924
1042
1147
1240
1322
1394
1458
1513
622
760
883
990
1084
1165
1236
1296
1348
1393
640
783
917
1040
1153
1256
1348
1432
1507
1574
616
755
882
998
1102
1194
1277
1349
1414
1470
591
723
842
948
1040
1121
1191
1252
1304
1350
610
749
878
998
1109
1211
1303
1387
1463
1531
587
721
845
957
1060
1151
1233
1307
1372
1429
562
690
805
908
999
1079
1149
1210
1262
1308
582
717
842
959
1068
1168
1260
1344
1420
1490
560
689
809
920
1020
1111
1193
1266
1331
1390
535
659
771
872
961
1040
1109
1170
1222
1269
555
687
809
923
1030
1129
1220
1303
1380
1450
535
660
777
884
983
1073
1154
1227
1292
1351
511
630
739
837
925
1003
1071
1131
1184
1231
531
660
778
889
994
1091
1181
1264
1341
1411
513
633
747
852
948
1037
1117
1190
1255
1315
488
604
709
805
891
968
1035
1095
1148
1194
509
634
749
857
960
1055
1144
1227
1303
1374
492
608
718
821
915
1002
1082
1154
1220
1279
467
579
682
775
859
934
1001
1060
1113
1159
See page 2 for footnotes
98

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN19



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
70 psf
80 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
667
805
923
1023
1105
1174
1231
1278
1318
1351
633
760
864
948
1015
1070
1114
1150
1179
1204
594
704
790
857
908
948
979
1004
1024
1040
544
633
697
744
778
804
824
839
851
860
475
537
577
604
623
637
647
654
660
664
374
405
422
433
440
445
448
451
453
454
628
762
877
974
1055
1123
1180
1228
1268
1302
595
716
816
898
964
1017
1060
1095
1124
1148
555
659
740
803
851
889
918
942
960
976
501
582
640
682
712
735
752
765
775
783
424
474
506
527
542
552
559
564
569
572
300
318
328
334
337
340
342
343
344
345
594
722
834
929
1009
1076
1133
1180
1220
1254
560
677
773
851
915
967
1009
1043
1071
1095
519
617
693
752
797
832
859
881
898
912
461
534
585
621
647
666
680
691
700
707
371
410
433
448
458
465
470
474
477
479
216
223
227
230
231
232
232
233
233
234
562
686
794
886
965
1031
1087
1134
1174
1208
529
640
732
808
869
919
960
993
1020
1043
486
578
649
703
745
777
802
822
837
850
423
486
530
560
582
597
609
618
625
630
315
341
357
366
372
376
379
381
383
384
118
119
120
120
120
121
121
121
121
121
533
653
757
847
924
989
1044
1091
1131
1164
500
606
694
767
826
873
912
944
970
992
455
541
606
656
694
723
745
763
777
789
385
438
474
498
515
528
537
543
549
553
252
267
275
280
283
285
286
287
288
289
507
622
723
811
885
949
1003
1049
1088
1122
473
575
659
728
784
830
867
897
922
943
426
505
565
610
644
670
689
705
717
727
345
389
417
435
448
457
463
468
472
475
178
184
187
188
189
190
190
191
191
191
483
594
691
776
849
911
964
1010
1048
1081
448
545
626
691
745
788
823
852
875
895
398
471
524
564
594
617
634
647
658
666
304
337
357
369
378
384
388
391
393
395
460
567
662
744
815
876
927
972
1009
1042
425
518
594
656
706
747
780
807
829
848
371
437
484
519
544
564
578
589
598
605
258
279
292
300
305
308
310
312
314
315
440
543
634
714
783
842
892
935
972
1004
404
492
564
622
670
708
739
764
784
801
345
403
444
473
494
510
522
531
538
543
204
216
222
226
228
229
231
231
232
232
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
520
608
685
752
809
858
900
936
967
499
584
658
723
778
826
867
901
931
479
561
633
695
749
795
834
868
897
460
539
609
669
721
765
803
835
863
442
519
586
644
693
736
772
803
830
425
499
564
619
667
708
743
773
798
467
535
590
634
669
698
721
740
755
443
507
558
599
632
658
679
696
710
421
480
527
565
594
618
636
652
664
398
453
497
530
557
578
594
608
619
377
427
466
496
519
537
552
564
573
355
400
435
461
481
497
509
519
527
368
402
426
443
455
464
471
476
480
140
144
146
147
148
148
148
149
149
149
331
358
377
389
398
405
410
414
417
292
312
325
333
340
344
347
350
352
248
261
269
275
278
281
283
284
285
198
205
210
212
214
215
216
217
218
141
144
146
147
147
148
148
148
149
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

99
3.0PLN18



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Seismic Loads, q (plf)
Seismic
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
836
1016
1178
1323
1451
1564
1662
1749
1824
1889
792
965
1123
1266
1393
1506
1606
1694
1772
1840
752
919
1073
1213
1339
1452
1553
1642
1722
1792
716
877
1026
1163
1288
1400
1501
1592
1673
1745
683
838
983
1117
1240
1351
1452
1544
1626
1699
653
803
943
1074
1195
1305
1406
1497
1580
1655
624
770
906
1034
1152
1261
1362
1453
1536
1612
596
739
872
996
1112
1220
1319
1411
1494
1570
572
711
840
961
1075
1181
1279
1370
1453
1530
685
810
928
1040
1144
1241
1331
1414
1491
661
782
897
1006
1109
1205
1294
1377
1454
638
756
868
975
1076
1170
1259
1341
1418
616
731
841
945
1044
1137
1225
1307
1383
596
708
815
917
1014
1106
1192
1274
1350
577
686
791
891
986
1076
1162
1242
1317
See page 2 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
Load
Type
Number
of VSC2's
per Span
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
44
49
53
56
59
61
63
65
66
67
43
49
53
57
59
62
64
66
67
69
43
48
53
57
60
62
65
67
68
70
42
48
53
57
60
63
65
67
69
71
42
48
53
57
60
63
66
68
70
71
41
47
52
56
60
63
66
68
70
72
40
47
52
56
60
63
66
68
71
73
40
46
51
56
60
63
66
69
71
73
39
45
51
55
59
63
66
69
71
73
45
50
55
59
63
66
69
71
73
44
50
54
59
62
66
68
71
73
43
49
54
58
62
65
68
71
73
43
48
53
58
61
65
68
71
73
42
48
53
57
61
64
68
71
73
41
47
52
57
60
64
67
70
73
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
729
862
987
1106
1217
1320
1416
1505
1586
703
832
955
1071
1180
1282
1377
1465
1546
678
804
924
1037
1144
1245
1339
1427
1508
656
778
894
1006
1111
1210
1303
1390
1471
634
753
867
976
1079
1177
1269
1355
1436
614
730
841
947
1049
1145
1236
1321
1402
702
830
950
1060
1162
1255
1340
1418
1488
677
801
918
1026
1126
1219
1303
1380
1450
653
774
888
994
1092
1183
1267
1344
1413
630
748
859
963
1060
1150
1233
1309
1379
609
724
832
934
1030
1118
1200
1276
1345
590
701
807
907
1001
1088
1169
1244
1313
673
793
904
1003
1093
1173
1245
1308
1364
647
765
872
970
1058
1137
1208
1271
1327
624
738
843
939
1025
1103
1173
1236
1291
602
713
815
909
994
1071
1140
1202
1257
581
689
789
881
964
1040
1108
1169
1224
561
667
764
854
936
1010
1078
1138
1192
See page 2 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
20 psf
PNEUTEK K66
10 psf
No Uplift
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
890
1081
1253
1407
1544
1664
1769
1860
1940
2010
864
1048
1213
1358
1483
1592
1686
1767
1837
1897
836
1013
1168
1301
1415
1512
1594
1664
1723
1773
843
1027
1195
1347
1482
1603
1709
1803
1885
1958
817
996
1156
1299
1424
1533
1628
1711
1783
1845
790
961
1112
1244
1357
1454
1537
1608
1669
1721
801
978
1141
1290
1424
1545
1652
1747
1832
1906
775
948
1104
1244
1368
1477
1573
1657
1731
1795
749
914
1061
1190
1302
1400
1483
1555
1617
1670
762
933
1092
1238
1370
1490
1597
1694
1780
1856
737
903
1055
1193
1315
1424
1521
1606
1681
1746
711
871
1014
1140
1251
1348
1432
1504
1567
1621
727
892
1046
1188
1319
1438
1545
1642
1729
1808
703
863
1011
1145
1266
1374
1471
1556
1632
1699
677
831
970
1094
1203
1299
1383
1456
1519
1574
695
854
1004
1143
1271
1389
1496
1593
1681
1760
671
826
969
1100
1220
1327
1423
1509
1586
1654
645
794
929
1051
1158
1253
1337
1409
1473
1529
663
819
964
1100
1226
1342
1448
1546
1634
1715
641
791
931
1059
1176
1282
1378
1464
1541
1610
616
760
892
1010
1116
1210
1293
1365
1429
1485
635
787
928
1060
1184
1298
1404
1501
1589
1670
615
759
895
1020
1135
1240
1335
1421
1498
1568
589
729
857
972
1076
1169
1251
1323
1387
1443
608
757
893
1023
1144
1256
1361
1457
1546
1628
590
730
861
984
1097
1200
1294
1380
1457
1527
565
700
824
937
1039
1130
1211
1283
1347
1403
See page 2 for footnotes
100

VPS1
VULCRAFT
www.vulcraft.com
3.0PLN18



Pneutek K66 Fastener @ Supports ≥ 0.281"
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
30 psf
40 psf
50 psf
60 psf
70 psf
80 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
806
974
1117
1237
1338
1421
1490
1548
1597
1638
772
928
1057
1163
1248
1317
1374
1420
1458
1489
734
875
987
1075
1144
1198
1241
1276
1304
1327
689
810
902
970
1022
1062
1092
1116
1135
1151
631
728
797
845
880
906
925
940
951
960
555
622
666
695
715
729
739
746
752
757
760
923
1062
1180
1280
1363
1433
1492
1541
1582
727
878
1003
1105
1189
1258
1313
1359
1397
1429
689
823
931
1015
1082
1134
1176
1210
1237
1259
642
756
841
905
953
990
1018
1040
1058
1072
580
667
727
769
800
822
838
851
860
868
493
547
581
603
618
628
635
641
645
649
719
876
1011
1127
1226
1309
1378
1437
1487
1529
686
831
952
1052
1134
1201
1256
1302
1339
1370
648
776
878
959
1023
1073
1113
1145
1171
1192
598
704
784
842
886
920
946
966
981
994
531
607
659
695
720
738
751
762
770
776
428
469
493
509
519
526
531
534
537
539
682
833
965
1078
1175
1257
1327
1385
1435
1478
649
788
905
1002
1082
1148
1202
1246
1283
1314
610
732
829
906
966
1014
1052
1083
1107
1128
558
656
728
782
821
851
874
892
906
917
482
547
590
619
639
654
664
672
678
683
359
386
402
411
417
421
424
426
427
429
648
794
922
1032
1127
1209
1277
1336
1386
1429
615
749
862
955
1033
1097
1150
1193
1229
1260
575
691
783
855
913
958
993
1022
1045
1064
520
609
675
722
757
783
803
819
831
840
433
487
520
542
558
568
576
582
586
590
282
296
304
308
311
313
314
315
316
316
617
757
882
990
1083
1163
1231
1289
1339
1381
584
712
821
912
987
1049
1100
1142
1177
1207
542
652
739
807
861
903
936
963
984
1002
483
564
622
663
693
716
733
746
756
764
382
423
447
463
473
481
486
490
493
495
191
196
199
200
201
201
202
202
202
202
588
724
844
950
1041
1119
1186
1244
1293
1335
555
678
783
870
943
1002
1052
1093
1127
1155
512
616
697
761
810
849
880
904
924
940
447
519
569
604
629
648
662
672
680
687
326
354
370
380
386
391
394
396
398
399
562
693
810
912
1001
1078
1144
1201
1249
1291
528
647
747
831
901
958
1006
1045
1078
1105
484
581
657
716
761
797
825
847
864
879
411
473
515
544
564
579
590
598
604
609
263
278
287
292
295
297
299
300
301
301
537
664
777
877
964
1039
1104
1160
1208
1249
504
617
713
794
861
916
961
999
1030
1057
457
548
618
672
713
745
770
789
805
818
375
426
459
482
497
508
516
522
527
530
188
194
197
199
200
201
201
202
202
202
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
637
747
844
928
1002
1065
1120
1167
1208
612
718
812
895
967
1029
1082
1129
1169
588
691
783
863
933
994
1046
1091
1131
566
666
755
833
901
960
1011
1055
1094
545
642
728
804
870
928
977
1021
1058
526
620
703
777
841
897
945
987
1023
589
682
759
822
875
918
954
984
1009
563
651
725
786
835
877
910
939
962
538
623
692
750
797
836
868
894
916
515
595
661
715
760
796
826
850
871
492
568
631
682
723
757
784
807
826
471
542
601
648
687
718
743
764
781
515
579
628
665
693
715
732
746
757
483
541
584
617
641
660
675
687
696
451
503
540
568
589
605
617
627
635
419
464
495
519
536
549
559
566
572
386
423
449
467
481
491
499
505
509
350
380
400
414
424
432
437
441
445
376
401
417
428
435
441
445
448
451
321
338
348
355
360
363
366
368
369
260
269
275
279
281
283
284
285
286
191
195
197
199
200
201
201
201
202
114
115
115
115
116
116
116
116
116
100
101
101
101
101
101
102
102
102
PNEUTEK K66
Net Wind Number
Uplift of VSC2's
Pressure per Span
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
3
4
5
6
7
8
9
10
11
12
See page 2 for footnotes
www.vulcraft.com
VULCRAFT
VPS1

101
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.
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.
102

VPS1
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.
VULCRAFT
www.vulcraft.com
PunchLok® II System
VULCRAFT Sidelap Connection 2 (VSC2)
PUNCHLOK® II SYSTEM
The PunchLok II tool is a hand-held, pneumaticallyoperated 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).
VULCRAFT SIDELAP CONNECTION 2 (VSC2)
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.
MALE LAYER
of Material
VULCRAFT SALES OFFICES
Albuquerque, NM Area
Ph. (505) 892-0707
Fax (505) 892-2727
Greensboro, NC Area
Ph. (336) 294-9544
Fax (336) 294-7636
Minneapolis, MN Area
Ph. (763) 425-4399
Fax (763) 425-6905
Atlanta, GA Area
Ph. (770) 307-2111
Fax (770) 307-1800
Greenville, NC Area
Ph. (252) 493-0333
Fax (252) 493-0555
Nashville,TN Area
Ph. (615) 871-9385
Fax (615) 871-9252
Balmore, MD Area
Ph. (410) 998-0800
Fax (410) 998-0801
Harord/Albany Area
Ph. (203) 791-1227
Fax (203) 791-8657
Western NewYork Area
Ph. (607) 529-9036
Fax (607) 529-9903
Birmingham, AL Area
Ph. (205) 982-4394
Fax (205) 982-6885
Houston,TX Area
Ph. (281) 477-6700
Fax (281) 477-6701
Metro NewYork Area
Ph. (732) 738-8188
Fax (732) 738-8288
Boston Area
Ph. (603) 894-1146
Fax (603) 894-1149
Indianapolis, IN Area
Ph. (317) 576-5399
Fax (317) 576-5395
North Alabama Area
Ph. (256) 845-2460
Fax (256) 845-2823
Chicago, IL Area
Ph. (630) 887-1400
Fax (630) 887-1477
Jackson, MS Area
Ph. (601) 936-6215
Fax (601) 936-6216
Oklahoma City, OK Area
Ph. (405) 715-2844
Fax (405) 715-5855
Columbia, SC Area
Ph. (803) 732-5557
Fax (803) 732-5551
Jacksonville, FL Area
Ph. (904) 880-1150
Fax (904) 880-1151
Philadelphia, PA Area
Ph. (610) 539-6516
Fax (610) 539-6970
Dallas,TX Area
Ph. (214) 340-1883
Fax (214) 340-5897
Kansas City Area
Ph. (913) 341-9299
Fax (913) 341-5764
Phoenix, AZ Area
Ph. (480) 730-3012
Fax (480) 730-2824
Dayton, OH Area
Ph. (937) 390-2300
Fax (937) 390-2333
Knoxville,TN Area
Ph. (865) 690-6388
Fax (865) 690-6389
Richmond,VA Area
Ph. (804) 379-3704
Fax (804) 379-3709
Denver, CO Area
Ph. (303) 757-6323
Fax (303) 757-6324
Lexington, KY Area
Ph. (859) 271-2591
Fax (859) 271-2580
Salt Lake City, UT Area
Ph. (801) 355-0431
Fax (801) 621-0927
Des Moines, IA Area
Ph. (515) 270-2500
Fax (515) 270-8849
Lile Rock, AR Area
Ph. (501) 758-6424
Fax (501) 758-6427
San Antonio,TX Area
Ph. (210) 655-9070
Fax (210) 655-9504
Detroit, MI Area
Ph. (248) 486-6166
Fax (248) 486-6169
Los Angeles, CA Area
Ph. (714) 957-5713
Fax (714) 957-8871
San Francisco, CA Area
Ph. (925) 229-1020
Fax (925) 229-2469
Fargo, ND Area
Ph. (701) 235-6605
Fax (701) 235-9632
Memphis,TN Area
Ph. (901) 751-3927
Fax (901) 751-3593
Seale,WA Area
Ph. (425) 402-9011
Fax (425) 482-6433
Ft.Wayne/S. Bend, IN Area
Ph. (260) 337-1800
Fax (260) 337-1801
Miami, FL Area
Ph. (954) 785-8695
Fax (954) 785-8696
Tampa, FL Area
Ph. (813) 621-0684
Fax (813) 626-4955
Grand Rapids, MI Area
Ph. (616) 949-2106
Fax (616) 949-6694
Milwaukee/Green Bay, WI Area
Ph. (262) 251-5666
Fax (262) 251-7065
Youngstown, OH Area
Ph. (330) 726-8833
Fax (330) 726-0694

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