VULCRAFT Steel Roof Deck Design Guide

Transcription

VULCRAFT Steel Roof Deck Design Guide
VULCRAFT STEEL ROOF DECK DESIGN GUIDE
VULCRAFT Steel Roof
Deck Design Guide
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
CATALOG CONTENTS
Technical Guidelines. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Finishes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Exposed Product Appearance . . . . . . . . . . . . . . . . . . . . . . .2
Attachment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Support Fastener Strength . . . . . . . . . . . . . . . . . . . . . . . . . .5
Gravity Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6
Allowable Reactions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7
Bearing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7
Uplift . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9
Diaphragm Strength, Flexibility and Stiffness. . . . . . . . . . . .9
Specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12
Design Example . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13
Table Footnotes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Vertical Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
Uplift Load . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .17
Diaphragm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18
1.5PLB™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20
Gravity Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .21
Allowable Reactions Due to Web Crippling . . . . . . . . . . . .22
Wind Uplift Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . . .23
Diaphragm Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24
1.5PLB with Hilti X-HSN 24. . . . . . . . . . . . . . . . . . . . . .24
1.5PLB with Hilti X-ENP 19 . . . . . . . . . . . . . . . . . . . . . .56
1.5PLB with #12 Screws . . . . . . . . . . . . . . . . . . . . . . . .72
1.5PLB with Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . .88
3.0PLN™ Roof Deck . . . . . . . . . . . . . . . . . . . . . . . . . . . 104
Section Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .104
Gravity Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . .105
Allowable Reactions Due to Web Crippling . . . . . . . . . . .106
Wind Uplift Load Tables . . . . . . . . . . . . . . . . . . . . . . . . . .107
Diaphragm Tables . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .108
3.0PLN with Hilti X-HSN 24. . . . . . . . . . . . . . . . . . . . .108
3.0PLN with Hilti X-ENP 19. . . . . . . . . . . . . . . . . . . . .124
3.0PLN with #12 Screws . . . . . . . . . . . . . . . . . . . . . . .132
3.0PLN with Welds . . . . . . . . . . . . . . . . . . . . . . . . . . .140
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Technical Guidelines
VULCRAFT TECHNICAL GUIDELINES
MATERIAL
PunchLok II system fluted deck panels are formed from steel conforming to ASTM
A653, ASTM A1008, ASTM A1039 or ASTM A1063, GR 50 minimum.
FINISHES
PunchLok II system fluted deck panels are available in two finishes: primer coated
and galvanized.
Primer coated – prior to applying an acrylic medium gray or white primer, the coldrolled sheet is cleaned and treated. Contact Vulcraft for availability of primer
over galvanized.
Due to varying job site conditions, application methods, coating manufacturers,
environmental conditions and expectations, it is essential to conduct a field test to
determine compatibility of the field applied top coat with the primer coat prior to full
scale painting. Vulcraft is not responsible for topcoat compatibility.
Primer is intended to protect steel deck for a short period of exposure in ordinary
atmospheric conditions. It should be considered as an impermanent and provisional
coating.
Minor aesthetic irregularities and/or imperfections may appear in the paint coating
as a result of the manufacturing, shipping, and handling process.
Galvanized – galvanized deck panels are supplied from mill coated sheets and are
offered in two zinc coated finishes.
Zinc coated steel with coating designation G60 is the standard galvanized material
of the deck industry. Coating designation G90 is a heavier, more costly, zinc coating
often specified for exposed exterior applications or other project specific requirements.
Other ASTM A 653 galvanized coatings may be available on special request – contact
your Vulcraft representative regarding availability.
EXPOSED PRODUCT APPEARANCE
Steel deck is a structural product. Minor dents and scratches which do not affect
the structural capacity of deck are not grounds for rejection. Note that lighter gage
material is more susceptible to the appearance of oil canning and minor dents during
the shipping, handling, and installation process. The appearance of oil canning does
not affect the structural integrity of roof decks and is not grounds for rejection.
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ATTACHMENT OF PUNCHLOK II DECK
PunchLok deck may be butted or lapped at end panel conditions. A minimum end
distance of 1" is required for mechanical fasteners resulting in a minimum lap
distance of 2". A minimum end distance of 1-1/8" (1.5d) is required for 3/4" arc spot
welds resulting in a minimum lap distance of 2-1/4". Vulcraft recommends a minimum
lap distance of 2-1/2" for welds to account for placement tolerance.
Hilti Fasteners
The Hilti X-HSN 24 fastener has a dome style
head, red guidance washer and a steel silvercolored top-hat washer. It may be used where
substrate thickness is equal to or greater
than 1/8" and less than or equal to 3/8".
The Hilti X-ENP-19 L15 fastener has a fully
knurled tip and tapered shank fitted with
two 0.590 inch diameter steel cupped
washers. It may be used where substrate
thickness is equal or greater than 1/4".
Hilti X-ENP-19 L15 Fastener
Hilti X-HSN 24 and X-ENP-19 L15 fasteners
are to be installed per manufacturer
guidelines. Contact Hilti for additional information.
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.
Note that diaphragm tables for Pneutek fasteners are available in the supplement to
this catalog which can be found online at www.vulcraft.com/decks/punchlok-ii.
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Technical Guidelines
PunchLok II system fluted deck panels are fastened to supports using one of two types
of fasteners: mechanical fasteners (power actuated fasteners or self-drilling screws)
or welds.
Self-Drilling Self-Tapping Screws
Technical Guidelines
All #12 self-drilling, self-tapping screws
must be compliant with ASTM C1315.
Screws must meet the listed shear and
tension strength requirements in Tables
1 and 2. It is assumed that screws in this
catalog are installed into supports at least
0.109" (7/64") thick which is the minimum
thickness used on the top chord of Vulcraft
joists. To evaluate diaphragms utilizing
screws into supports less than 0.109"
#12 Screw
(7/64") thick. In certain cases, increasing
the minimum substrate thickness, or using
a washer with the screw may increase shear capacity when wind uplift must be
considered. To investigate these alternatives, please contact your Vulcraft representative.
Welds
When PunchLok deck is to be welded to supports, the visible weld area is to be at least
3/4" diameter for arc spot (puddle) welds. Arc seam welds are required at support
locations adjacent to the sidelap due to limited available weld area. The visible width of
arc seam welds is to be at least 3/8" and the visible length is to be at least 1" excluding
the circular ends of the weld.
Arc Spot Weld
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Arc Seam Weld
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SUPPORT FASTENER STRENGTH
Technical Guidelines
3/4"
Arc Spot Weld
3/8" x 1"
Arc Seam Weld
Hilti
X-HSN 24
Hilti
X-ENP-19
Pneutek
SDK61
Pneutek
SDK63
Pneutek
K64
Pneutek
K66
#12
Screw
Table 1: Allowable Shear Strength (lbs/connection) for Deck Panel Support Connections
(in.)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
22
0.0295
737
887
595
641
611
684
680
726
553
20
0.0358
1052
1065
718
773
731
789
883
900
671
19
0.0418
1346
1231
833
897
843
881
1052
1073
784
18
0.0474
1514
1382
939
1011
944
961
1194
1241
889
Deck
Gage
BMT
Deck
Gage
BMT
3/4"
Arc Spot Weld
Hilti
X-HSN 24
Hilti
X-ENP-19
Pneutek
SDK61
Pneutek
SDK63
Pneutek
K64
Pneutek
K66
#12
Screw
Table 2: Allowable Tension Strength (lbs/connection) for Deck Panel Support Connections
(in.)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
(lbs)
22
0.0295
588
432
540
457
457
457
457
286
20
0.0358
707
524
655
555
555
555
555
347
19
0.0418
818
612
765
648
648
648
648
405
18
0.0474
921
694
867
735
735
735
735
459
Table 1 and 2 Notes:
1. Base metal thickness (BMT) = specified minimum uncoated base metal thickness used in design.
Deck subject to thickness tolerances as described in Section A2.4 of AISI S100.
2. Fu = 62 ksi
3. Arc spot weld and arc seam weld shear strength is calculated in accordance with AISI S100 Section E2.2.2.1
and E2.3.2.1 respectively. Arc spot weld tension strength is calculated in accordance with AISI S100 Section
E2.2.3. Tensile strength of electrode classification, Fxx = 60 ksi. The allowable tension strength of the two
3/8" x 1" Arc Seam Welds to the support adjacent to the sidelap exceeds the allowable tension strength of a
3/4" Arc Spot Weld which is used in the determination of uplift capacity.
4. Hilti, Pneutek, and screw fastener shear strength is calculated in accordance with SDI DDM03. Tension
strength is based on pullover and is calculated in accordance with AISI S100. For pullout strength, refer to
manufacturer literature for Hilti and Pnuetek and AISI S100 for screws.
5. The #12 screws are self-drilling self-tapping screws with a minimum washer diameter of 5/16" and a
minimum washer thickness of 0.05 in. The screws must be compliant with ASTM C1513. Assumed Substrate
Thickness = 0.109" (7/64") which is the minimum top chord thickness used on Vulcraft joists. Contact Vulcraft
for other conditions.
6. The allowable shear and tension strength of the individual screws, as published by their manufacturer, must
meet or exceed the allowable screw connection shear and tensile strengths listed above.
7. Allowable Shear Strength is the ASD allowable connection shear strength, where Ω is 3.0 for welds and 2.5
for mechanical fasteners. Nominal Shear Strength may be determined by multiplying the table values by Ω.
LRFD Shear Strength may be determined by multiplying Nominal Shear Strength by Ø = 0.55 for welds
and Ø = 0.65 for mechanical fasteners.
8. Allowable Shear Strength values may not be increased one-third for wind or earthquake loading.
9. Allowable Tension Strength is the ASD allowable connection tension strength, where Ω is 2.5 for welds
and 3.0 for mechanical fasteners. Nominal Tension Strength may be determined by multiplying the table
values by Ω. LRFD Tension Strength may be determined by multiplying Nominal Tension Strength by
Ø = 0.60 for welds and Ø = 0.50 for mechanical fasteners.
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PUNCHLOK® DECK GRAVITY LOADS
Technical Guidelines
Allowable uniform load values are based on the allowable bending moment (stress)
and limiting deflection to L/360, L/240 or L/180. Note that self-weight of the deck should
be included when determining dead load. Bending moment and deflection is based on
slender beam theory for the span condition. Table values are based on a minimum
exterior bearing length of 1.50 inches and a minimum interior bearing length of
3.00 inches. If these minimum lengths are not provided, web crippling must be checked.
The formulas used to determine the allowable uniform loads due to flexure (stress) and
deflection are as follows:
Design Formulas
Span
Bending Moment
Single
+M = 0.125 • ω • L2
0.0013 • ω • L4 • 1728
∆ = ___________________
Double
–M = 0.125 • ω • L2
0.0054 • ω • L4 • 1728
∆ = ___________________
Triple
–M = 0.1 • ω • L2
0.0069 • ω • L4 • 1728
∆ = ___________________
+M =
-M =
∆=
E=
ω=
L=
Idn =
Idm =
Deflection
E • Idn
E • Idm
E • Idm
Positive Bending Moment in ft-lb/ft
Negative Bending Moment in ft-lb/ft
Deflection in inches
29,500,00 psi
Allowable Uniform Load in psf
Span Length in feet. Span lengths shown in tables are center-to-center spans
Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Normal Position)
Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions
Deflection Limits
Deflection limitations for structural members are listed in IBC Table 1604.3.
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ALLOWABLE REACTIONS
The allowable reactions governed by web crippling for one-flange reactions and
allowable concentrated line loads based on web crippling for two-flange loading are
provided on pages 22 and 106. The allowable reactions governed by web shear are
shown in the section property tables. Figure 1 on page 8 illustrates the difference
between one-flange and two-flange loading for web crippling.
In most cases web-crippling and vertical shear will not govern the vertical capacity of
uniformly loaded deck panels. However, web-crippling and vertical shear should be
checked when minimum bearing requirements are not met or when evaluating other
load types such as non-uniform and point loads.
Reactions are based on slender beam theory for the span condition. The formulas used
to determine the allowable reactions loads due to bearing (web crippling) and shear are
as follows:
Design Formulas
Span
Bearing
Shear
Single
Re = 0.5 • ω • L
Ve = 0.5 • ω • L
Double
Re = 0.375 • ω • L
R i = 1.25 • ω • L
Ve = 0.375 • ω • L
Vi = 0.625 • ω • L
Triple
Re = 0.4 • ω • L
Ri = 1.1 • ω • L
Ve = 0.4 • ω • L
Vi = 0.6 • ω • L
Re =
Ri =
Ve =
Vi =
ω=
L=
End Reaction in ft-lb/ft
Interior Reaction in ft-lb/ft
Vertical Shear adjacent to end support in lb/ft
Vertical Shear adjacent to interior support in lb/ft
Allowable Uniform Load in psf
Span Length in feet. Span lengths shown in tables are center-to-center spans
BEARING
Vulcraft recommends 2 inches minimum bearing on perpendicular supports.
Bearing length directly influences allowable reactions governed by web crippling.
It is also important to ensure that enough bearing length is provided to meet
minimum edge distance requirements for fasteners.
Sufficient bearing at parallel supports should be provided to make the specified
connections.
The Gravity Load Tables on pages 21 and 105 assume a minimum exterior bearing
length of 1.50 inches and a minimum interior bearing length of 3.00 inches.
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7
Technical Guidelines
Allowable reactions for solid fluted deck panels can be governed by web crippling or web
shear capacity. In this catalog, both web crippling and shear strength of PunchLok deck
profiles are provided.
Technical Guidelines
Web Crippling: One vs. Two Flange Loading
FIGURE 1
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PUNCHLOK® DECK UPLIFT LOADS
Technical Guidelines
Allowable uniform uplift load values are based on the allowable bending moment
(stress) and limiting deflection to L/360, L/240 or L/180. Note that self-weight of the
deck should is not included and must be accounted for when determining resisting
dead load. Bending moment and deflection is based on slender beam theory for the
span condition. The formulas used to determine the allowable uniform uplift loads
due to flexure (stress) and deflection are as follows:
Design Formulas
Span
Bending Moment
Single
–M = 0.125 • ω • L2
0.0013 • ω • L4 • 1728
∆ = ___________________
Double
+M = 0.125 • ω • L2
0.0054 • ω • L4 • 1728
∆ = ___________________
Triple
+M = 0.1 • ω • L2
0.0069 • ω • L4 • 1728
∆ = ___________________
+M =
-M =
∆=
E=
ω=
L=
Idi =
Idm =
Deflection
E • Idi
E • Idm
E • Idm
Positive Bending Moment in ft-lb/ft
Negative Bending Moment in ft-lb/ft
Deflection in inches
29,500,00 psi
Allowable Uniform Load in psf
Span Length in feet. Span lengths shown in tables are center-to-center spans
Moment of Inertia for Deflection due to Uniform Loads for Simple Span Conditions (Inverted Position)
Moment of Inertia for Deflection due to Uniform Loads for Multiple Span Conditions
DIAPHRAGM STRENGTH, FLEXIBILITY AND STIFFNESS
There are three parts in the diaphragm strength and stiffness tables: allowable
diaphragm shear strength due to seismic loads, diaphragm stiffness, and allowable
diaphragm shear strength due to wind loads.
Per industry standard, diaphragm strength tables are based on a rational assumption
of a three span condition. For more information, or for conditions outside the range of
the published values in this catalog, please contact your Vulcraft representative.
The sidelap connection strength, Qs, and Flexibility Ss, for the PunchLok II (VSC2)
connection is determined in accordance with the following equations:
Qs = 137.42 • t - 2.01 (kips)
Ss = 28.84 • t 2 - 3.24 • t + 0.099 (in/kip)
Where: t = Base Metal Thickness
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9
Technical Guidelines
Allowable Diaphragm Shear Strength Due to Seismic Loads
In certain parts of the country, it is unknown at the start of the design process whether
seismic or wind will govern the diaphragm design. For this reason both seismic and
wind tables have been published in this catalog. This saves the user from having to
convert a wind table to seismic or vice versa. Allowable diaphragm shear strength is
published based on span length and number of VSC2 connections per span.
Diaphragm Stiffness
Diaphragm stiffness is a property of the diaphragm that predicts how much a
diaphragm will deflect in plane under load. The diaphragm stiffness tables list the
diaphragm stiffness for a three span condition. As the number of spans increase, so
does diaphragm stiffness. Likewise, as the numbers of spans decrease so does
diaphragm stiffness.
Diaphragm stiffness can be determined for any span condition using the following
equations:
G' =
E•t
s
2.6 •
+ ρ • Dn + C
d
Dn =
t
C = E • w • Sf •
D
L
(
2
2 • α1 + np • α2 + 2 • ns •
Sf
Ss
)
•L
Where:
G’ = Diaphragm Stiffness (k/in)
E = Modulus of Elasticity = 29,500 ksi
t = Base Metal Thickness (in) See Section Properties Table on pages 20 and 104.
s = developed flute per width (in)
d = panel corrugation pitch (in)
Deck Profile
1.5PLB
3.0PLN
s (in)
8.342
13.297
d (in)
6
8
ρ = Support Factor for Warping
Spans
1
2
3
4
5
6
7
ρ
1.00
1.00
0.90
0.80
0.71
0.64
0.58
Dn = Warping Coefficient
D = Warping Constant
Deck Gage
22
20
19
18
Warping Constant, D
Deck Profile and Attachment Pattern
1.5PLB
1.5PLB
3.0PLN
36/4
36/7
24/4
10891
1225
7807
8147
916
5840
6457
726
4629
5348
601
3833
L = Panel Length (in)
C = Slip Coefficient
w = Panel Width (in)
Sf = Structural Connection Flexibility (in/k)
Ss = Sidelap Connector Flexibility (in/k)
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Structural Connection, Sf and Sidelap Connector Flexibility, Ss
Weld
Hilti
X-HSN 24
Hilti
X-ENP-19
Pneutek
SDK61
Pneutek
SDK63
Pneutek
K64
Pneutek
K66
#12 Screw
PunchLok II
(VSC2)
0.0067
0.0061
0.0056
0.0053
0.0073
0.0066
0.0061
0.0057
0.0044
0.0040
0.0037
0.0034
0.0175
0.0159
0.0147
0.0138
0.0175
0.0159
0.0147
0.0138
0.0175
0.0159
0.0147
0.0138
0.0175
0.0159
0.0147
0.0138
0.0076
0.0069
0.0064
0.0060
0.0285
0.0200
0.0140
0.0102
Gage
22
20
19
18
Ss (in/k)
α1 = End Distribution Factor
α2 = Purlin Distribution Factor
np = Number of Purlins excluding those at Ends of Panel = Number of Spans - 1
ns = Number of Sidelap Connectors within the Panel Length = Number of Spans x Number of Sidelap Fasteners
per Span
Deck Profile and
Attachment Pattern
End Distribution
Factor, α1
Purlin Distribution
Factor, α2
1.5PLB – 36/4
1.306
1.306
1.5PLB – 36/7
1.972
1.972
3.0PLN – 24/4
1.292
1.292
Example
Calculate the stiffness for a 4 span condition for the following:
Deck Profile =
Span Length =
Support Fastener =
Support Fastener Attachment Pattern =
Sidelap Fastener =
Number of Sidelap Fasteners per Span =
Four Span Condition:
t
C = E • w • Sf •
(
2
2 • α1 + np • α2 + 2 • ns •
C = 29,500 • 0.0358 • 0.0040 •
36
Dn =
D
916
=
= 2.73
L
336
G' =
E•t
s
2.6 •
+ ρ • Dn + C
d
G' =
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(
Sf
Ss
)
1.5PLB20
7’-0" (84")
Hilti X-ENP-19
36/7
VSC2
7
•L
2
2 • 1.972 + 4 • 1.972 + 2 • 28 • 0.0040
0.0020
)
• 336 = 3.74
29,500 • 0.0358
~ 110 k/in
=
8.342
2.6 •
+ 0.90 • 2.73 + 3.74
6
VULCRAFT
VP1

11
Technical Guidelines
Sf (in/k)
ALLOWABLE DIAPHRAGM SHEAR STRENGTH DUE TO WIND LOADS
Technical Guidelines
In high wind regions, wind uplift must be checked in conjunction with diaphragm shear
due to wind loads. When support fasteners must resist a significant amount of tension
load due to wind uplift, the allowable shear strength of those fasteners is reduced.
For this reason, allowable diaphragm shear strength tables due to wind are published
with and without net wind uplift. As net wind uplift increases, allowable diaphragm
shear capacity decreases. The net wind uplift load is the resultant of the appropriate
Allowable Stress Design (ASD) load combination. Tributary width, and the appropriate
reaction equations were used to calculate tension loads on fasteners.
Fastener Requirements at Parallel Connectors
The number of support attachments per span at diaphragm chords, struts, ties or other
collector elements that are parallel to the deck flutes is based on the shear capacity
of the connections used. It is assumed that a sufficient number of attachments per
span are provided to develop the full shear capacity of the diaphragm. To keep the
same diaphragm rigidity, the spacing of the attachment of the panels at the perimeter
parallel to the deck flutes should not be larger that that for the interior sidelap fasteners.
The number of required support attachments is determined by multiplying the nominal
shear value in the seismic or wind without net uplift table by the span length and then
dividing by the allowable shear strength of the support fastener. Remember that table
values are allowable and must be converted to nominal. Allowable shear strengths for
Arc Spot Welds, Arc Seam Welds, Hilti Fasteners, Pneutek Fasteners, and #12 Screws
are listed in Table 1.
SPECIFICATION SECTION 05 31 23 - STEEL ROOF DECKING
Specifications utilizing VULCRAFT roof deck formatted in accordance with
MasterFormat 2012, Construction Specifications Institute (CSI) and Construction
Specifications Canada (CSC) are available for download from Vulcraft’s website
(www.vulcraft.com/decks/punchlok-ii).
12

VP1
VULCRAFT
www.vulcraft.com
DESIGN EXAMPLE
Design Criteria
The objective is to select the deck system for the roof of a warehouse building. The
roof structure is made of steel joists with a minimum top chord thickness greater than
1/8" and less than 3/16". The deck does not support a ceiling. The joist spacing is 5'-0" oc.
The contractor has requested 1½" deep deck be used and that a power actuated
mechanical support fastener be specified. Selection is based on the ASD method.
The design criteria are as follows:
Deck Type =
Deck Span =
Substrate Thickness =
1.5PLB
5'-0"
≥ 1/8" and ≤ 3/16"
Roof Dead Load, ωDL =
10 psf
Roof Live Load, ωLL =
Total Vertical Load, ωTL =
20 psf
30 psf
Net Wind Uplift Load =
(Based on Appropriate ASD Load Combination)
60 psf
Deflection Criteria (Live) =
Deflection Criteria (Wind) =
L / 180
L / 180
Required Diaphragm Strength (Seismic) =
Required Diaphragm Strength (Wind) =
Required Diaphragm Stiffness =
525 plf
575 plf
60 k/in
STEP 1: Check Vertical Gravity Load Capacity and Deflection of Deck
The first step in the deck selection process is to check the vertical strength (due
to gravity loads) of the deck itself based on bending stress and deflection criteria.
For this example a design must be selected that meets the following criteria:
Deck Span =
Roof Dead Load =
Roof Live Load =
Total Vertical Load =
Deflection Criteria (Live) =
5'-0"
10 psf
20 psf
30 psf
L / 180
Use the Allowable Uniform Gravity Loads Based on Bending Stress and Deflection
Tables for 1.5PLB on page 21. It is suggested that the vertical load information section
and all footnotes be read before using tables. Assume for the purpose of this example
that a triple span condition will be used. From the tables, the 22 gage 1.5PLB deck
satisfies the design criteria as follows:
Deck Type =
Allowable Uniform Load based on Stress =
Allowable Uniform Live Load based on L / 180 =
www.vulcraft.com
VULCRAFT
1.5PLB22
177 psf > 30 psf ∴ OK
> 177 psf > 20 psf ∴ OK
VP1

13
Technical Guidelines
The focus of this design example is to illustrate how to use this catalog. This design
example illustrates the basic issues involved in the design of Vulcraft PunchLok deck
and is not intended to address all of the possible options.
STEP 2: Check Allowable Reactions and Shear Due to Vertical Gravity Loads
Technical Guidelines
The second step is to check the allowable reactions due to web crippling and determine
the minimum required bearing for the deck selected in Step 1. While it rarely will ever
govern design, web shear capacity of the deck should also be checked. Both end and
interior conditions must be checked for both bearing and web shear. First determine the
required reaction and shear capacity. Note: applicable equations are listed on page 7.
For a triple span condition:
Bearing
Note:
Step 2 only needs
to be performed if
minimum bearing
requirements are
not met.
Re = 0.4 ∙ ωTL ∙ L = 0.4 ∙ 30 psf ∙ 5.00 ft = 60 plf
Ri = 1.1 ∙ ωTL ∙ L = 1.1 ∙ 30 psf ∙ 5.00 ft = 165 plf
Shear
Ve = 0.4 ∙ ωTL ∙ L = 0.4 ∙ 30 psf ∙ 5.00 ft = 60 plf
Vi = 0.6 ∙ ωTL ∙ L = 0.6 ∙ 30 psf ∙ 5.00 ft = 90 plf
Because the contractor has requested the specification of a mechanical support fastener,
enough bearing length should also be specified to ensure that minimum edge distance
requirements are met. Typically, a 1" distance to edge of sheet is recommended for
mechanical support fasteners, therefore a 2" bearing length will be the starting point
for design. Use the allowable reaction tables for 1.5PLB deck on page 22. Note that
standard reactions used for uniform load conditions are one flange loading conditions.
The web shear capacity of the deck can be found in the section properties table on
page 20. Based on the previously selected 22 gage 1.5PLB deck:
Deck Type =
Allowable End Reaction (2" Bearing) =
Allowable Interior Reaction (2" Bearing) =
Allowable Web Shear Strength =
1.5PLB22
897 plf > 60 plf ∴ OK
1325 plf > 165 plf ∴ OK
2825 plf > 90 plf ∴ OK
STEP 3: Check Vertical Uplift Load Capacity and Deflection of Deck
The third step in the deck selection process is to check the vertical strength (due to
wind uplift loads) of the deck itself based on bending stress and deflection criteria.
Note: Uplift capacity of connections will be considered in step 4. For this example a
design must be selected that meets the following criteria:
Deck Span =
Net Wind Uplift Load =
Deflection Criteria (Wind) =
5'-0"
60 psf
L / 180
Turn to the Allowable Uniform Uplift Loads Based on Bending Stress and Deflection
Tables for 1.5PLB on page 23. It is suggested that the uplift load information section and
all footnotes be read before using tables. Verify that the profile selected in step 1 meets
the uplift strength and deflection criteria.
14

VP1
Deck Type =
Allowable Uniform Load base on Stress =
1.5PLB22
Allowable Uniform Load base on L / 180 =
> 167 psf > 60 psf ∴ OK
VULCRAFT
167 psf > 60 psf ∴ OK
www.vulcraft.com
STEP 4: Check Diaphragm Capacity and Stiffness
Substrate Thickness =
Selected Fastener =
Fastener Substrate Range =
≥ 1/8"and ≤ 3/16"
Hilti X-HSN 24
≥ 1/8"and ≤ 3/8" ∴ OK
Now that a fastener has been selected, use the diaphragm tables for 1.5PLB22 with
Hilti X-HSN 24 fasteners on page 40. First we will check Seismic:
Deck Type =
Deck Span =
Selected Fastener =
Required Diaphragm Strength (Seismic) =
Support Fastener Attachment Pattern =
Number of VSC2’s Required per Span =
Allowable Diaphragm Shear Strength =
1.5PLB22
5'-0"
Hilti X-HSN 24
525 plf
36/7
3
645 plf > 525 plf ∴ OK
Now check for the wind condition. Note that when checking for wind, uplift should also
be considered. In this example, the roof has a significant net wind uplift pressure;
therefore shear/tension interaction must be checked (From page 41):
Deck Type =
Deck Span =
Selected Fastener =
Support Fastener Attachment Pattern =
Net Wind Uplift Load =
Required Diaphragm Strength (Wind) =
Number of VSC2’s Required per Span =
Allowable Diaphragm Shear Strength =
1.5PLB22
5'-0"
Hilti X-HSN 24
36/7
60 psf
575 plf
4
592 plf > 575 plf ∴ OK
Note that more VSC2 sidelap connections are required per span than for the seismic
condition. Since this design will govern the design, it will be used to verify that the
diaphragm meets the stiffness requirements of the project (From page 40):
Deck Type =
Deck Span =
Selected Fastener =
Support Fastener Attachment Pattern =
Required Diaphragm Stiffness =
Diaphragm Stiffness, G' =
www.vulcraft.com
VULCRAFT
1.5PLB22
5'-0"
Hilti X-HSN 24
36/7
60 k/in
61 k/in > 60 k/in ∴ OK
VP1

15
Technical Guidelines
Note: It is recommended that the diaphragm section of this manual and table footnotes
be reviewed before using the diaphragm tables. The first part of checking the diaphragm
strength and stiffness involves selecting the appropriate support fastener for the
project. In this case, the contractor has requested that a power actuated mechanical
support fastener be specified. Substrate thickness is an important factor in specifying
an appropriate fastener. For this project, consider:
STEP 5: Determine Parallel Attachment Requirements
Technical Guidelines
Next the number of parallel attachments per span must be determined in order to
develop the full capacity of the diaphragm. This is done by multiplying the nominal
diaphragm shear strength by the span length and dividing by the nominal fastener
shear strength. Nominal shear strength for both the diaphragm and the fastener must
first be determined by multiplying the allowable shear strengths by the appropriate
safety factors. This is due to the differing safety factors for diaphragms and individual
connections. Use the wind with no uplift shear strength for the conversion and not the
wind shear capacity that is impacted by wind uplift.
Deck Type =
Deck Span =
Support Fastener =
Support Fastener Attachment Pattern =
Number of VSC2’s Required per Span =
Allowable Diaphragm Strength (Wind-No Uplift) =
Safety Factor, Ωd =
Nominal Diaphragm Shear Capacity =
Allowable Fastener Shear Strength =
Safety Factor, Ω =
Nominal Fastener Shear Strength =
Number of Fasteners Required per Span =
1.5PLB22
5'-0"
Hilti X-HSN 24
36/7
4
799 plf (From page 40)
2.35
(799 plf)(2.35) = 1878 plf
595 lb.
2.5 (From page 5)
(595 plf)(2.5) = 1487 plf
(1878 plf)(5'-0")/(1487 lb.) = 6.3
∴ 7 Hilti X-HSN 24 Fasteners are required per span
STEP 6: Summarize Design
The following design will be used for this project:
Deck Span =
Deck Type =
Selected Fastener =
Attachment Pattern =
Number of VSC2’s Required per Span =
Number of X-HSN24’s Required per Span =
(@ parallel collectors)
16

VP1
VULCRAFT
5'-0"
1.5PLB22
Hilti X-HSN 24
36/7
4
7
www.vulcraft.com
TABLE FOOTNOTES
Allowable Uniform Loads Based on Bending Stress and Deflection Table Footnotes
1. Minimum exterior bearing length required is 1.50 inches. Minimum interior bearing length required is 3.00 inches.
If these minimum lengths are not provided, web crippling must be checked using the allowable reaction tables
(See pages 22 and 106).
2. Stress = Allowable uniform load based on maximum allowable flexural stress in deck.
3. L/360, L240 or L/180 = Uniform load which produces selected deflection in deck.
4. The symbol ♦♦♦ indicates allowable uniform load based on deflection exceeds allowable uniform load based on stress.
5. Nominal uniform loads governed by stress may be determined by multiplying the allowable values in the table by
Ωb = 1.67. LRFD loads may be determined by multiplying nominal loads by ϕb = 0.90.
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection
2. Stress = Allowable uniform load based on maximum allowable flexural stress in deck.
3. L/360, L240 or L/180 = Uniform load which produces selected deflection in deck.
4. The symbol ♦♦♦ indicates allowable uniform load based on deflection exceeds allowable uniform load based on stress.
5. Nominal uniform loads governed by stress may be determined by multiplying the allowable values in the table by
Ωb = 1.67. LRFD loads may be determined by multiplying nominal loads by ϕb = 0.90.
Allowable Reactions Due to Web Crippling Table Footnotes
1. Nominal reactions governed by one flange end bearing may be determined by multiplying the allowable values in the
table by Ωc = 1.70. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.90.
2. Nominal reactions governed by one flange interior bearing may be determined by multiplying the allowable values in
the table by Ωc = 1.75. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.85.
3. Nominal reactions governed by two flange end bearing may be determined by multiplying the allowable values in the
table by Ωc = 1.80. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.85.
4. Nominal reactions governed by two flange interior bearing may be determined by multiplying the allowable values in the table by Ωc = 1.75. LRFD loads may be determined by multiplying nominal loads by ϕc = 0.85.
www.vulcraft.com
VULCRAFT
VP1

17
TABLE FOOTNOTES
1. This table does not account for the uplift capacity of fasteners. Allowable shear / uplift interaction must be checked
separately using the allowable diaphragm strength tables (See pages 24-103 and 108-147).
Footnotes for Allowable Diaphragm Shear Strength and Stiffness Tables
1. Refer to the section 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 section 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.
TABLE FOOTNOTES
4. X-ENP-19 = Hilti X-ENP-19 L15 fastener
K66 = Pneutek K66062 or K66075 fastener
K64 = Pneutek K64062 fastener
SDK63 = Pneutek SDK63075 fastener
SDK61 = Pneutek SDK61075 fastener
5. For deck attached with #12 screws, select appropriate screw based on actual substrate thickness.
The following table is provided as a guide, proper selection should be verified based on specific fasteners used:
Support Thickness
Fastener Designation
0.0385" to 3/16"
#3 Drill Point
1/8" to 1/4"
#4 Drill Point
1/8" to 1/2"
#5 Drill Point
6. 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.
7. 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
Limit State
Load Type or
Combinations Including
Earthquake
Wind
All Others
Connection
Type
Ωd
ϕd
ϕd
Ωd
ϕd
ϕd
(ASD)
(LRFD)
(LSD)
2.00
0.80
0.75
(ASD)
(LRFD)
(LSD)
Welds
3.00
0.55
0.50
Screwsb,c
2.50
0.65
0.60
2.35
0.70
0.65
Welds
2.65
0.60
0.55
Screwsb,c
2.50
0.65
0.60
Welds
Screwsb,c
Panel Bucklinga
Connection Related
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.
18

VP1
VULCRAFT
www.vulcraft.com
NOTES
NOTES
www.vulcraft.com
VULCRAFT
VP1

19
1.5PLB™
1½" 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)
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
1.5PLB™ DECK
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 Reaction governed by web shear.
Attachment Patterns to Supports
36/4
36/7
Note:
20

VP1
indicates location of arc spot weld, power actuated fastener, or screw as indicated in the load tables.
indicates location of arc seam weld, power actuated fastener, or screw as indicated in the load tables.
VULCRAFT
www.vulcraft.com
GRAVITY LOAD TABLES
1.5PLB22
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
209
165
134
110
93
79
68
59
L/360
104
73
53
40
31
24
19
16
SINGLE
L/240
156
110
80
60
46
36
29
24
L/180
208
146
106
80
62
48
39
32
Stress
221
175
142
117
98
84
72
63
L/360
♦♦♦
♦♦♦
♦♦♦
111
85
67
54
44
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
277
219
177
146
123
105
90
79
L/360
225
158
115
87
67
52
42
34
TRIPLE
L/240
♦♦♦
♦♦♦
173
130
100
79
63
51
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
84
68
8'-0"
52
13
19
26
55
36
54
♦♦♦
69
28
42
56
8'-6"
46
11
16
22
49
30
45
♦♦♦
61
23
35
47
9'-0"
41
9
14
18
44
25
38
♦♦♦
55
20
30
40
9'-6"
37
8
12
16
39
21
32
♦♦♦
49
17
25
34
10'-0"
33
7
10
13
35
18
28
♦♦♦
44
14
22
29
8'-0"
68
17
25
33
71
44
67
♦♦♦
89
35
52
70
8'-6"
60
14
21
28
63
37
56
♦♦♦
79
29
44
58
9'-0"
54
12
17
23
56
31
47
♦♦♦
70
24
37
49
9'-6"
48
10
15
20
50
27
40
♦♦♦
63
21
31
42
10'-0"
44
8
13
17
45
23
34
♦♦♦
57
18
27
36
8'-0"
81
20
30
40
86
52
78
♦♦♦
107
41
61
81
8'-6"
72
17
25
33
76
43
65
♦♦♦
95
34
51
68
9'-0"
64
14
21
28
68
36
55
♦♦♦
85
29
43
57
9'-6"
57
12
18
24
61
31
46
♦♦♦
76
24
36
48
10'-0"
52
10
15
20
55
27
40
53
69
21
31
42
8'-0"
93
23
35
47
98
59
88
♦♦♦
123
46
69
92
8'-6"
82
19
29
39
87
49
74
♦♦♦
109
38
58
77
9'-0"
74
16
25
33
78
41
62
♦♦♦
97
32
49
65
9'-6"
66
14
21
28
70
35
53
♦♦♦
87
28
41
55
10'-0"
60
12
18
24
63
30
45
60
79
24
35
47
1.5PLB20
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
273
215
174
144
121
103
89
78
L/360
132
93
68
51
39
31
25
20
SINGLE
L/240
198
139
102
76
59
46
37
30
L/180
264
186
135
102
78
62
49
40
Stress
284
224
182
150
126
107
93
81
L/360
♦♦♦
♦♦♦
♦♦♦
137
105
83
66
54
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
355
280
227
188
158
134
116
101
L/360
278
195
143
107
82
65
52
42
TRIPLE
L/240
♦♦♦
♦♦♦
214
161
124
97
78
63
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
130
104
84
1.5PLB19
1.5PLB18
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
373
294
238
197
166
141
122
106
L/360
186
131
95
72
55
43
35
28
SINGLE
L/240
279
196
143
107
83
65
52
42
L/180
♦♦♦
262
191
143
110
87
70
57
Stress
394
311
252
208
175
149
129
112
L/360
♦♦♦
♦♦♦
241
181
140
110
88
72
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
107
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
492
389
315
260
219
186
161
140
L/360
369
259
189
142
109
86
69
56
TRIPLE
L/240
♦♦♦
389
283
213
164
129
103
84
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
219
172
138
112
See page 17 for footnotes
www.vulcraft.com
VULCRAFT
VP1

21
1.5PLB™ DECK
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
324
256
207
171
144
123
106
92
L/360
160
112
82
61
47
37
30
24
SINGLE
L/240
239
168
123
92
71
56
45
36
L/180
319
224
163
123
95
74
60
48
Stress
344
272
220
182
153
130
112
98
L/360
♦♦♦
♦♦♦
212
160
123
97
77
63
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
94
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
430
340
275
227
191
163
140
122
L/360
325
228
166
125
96
76
61
49
TRIPLE
L/240
♦♦♦
♦♦♦
249
187
144
114
91
74
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
151
121
99
ALLOWABLE REACTIONS DUE TO WEB CRIPPLING
1.5PLB22
Bearing
Length
(in.)
1.5PLB20
Allowable Reaction (lb/ft)
One Flange Loading
Two Flange Loading
End
Interior
End
Interior
1.50
816
1221
852
1486
1.75
858
1275
886
2.00
897
1325
2.25
934
2.50
Bearing
Length
(in.)
Allowable Reaction (lb/ft)
One Flange Loading
End
Interior
End
Interior
1.50
1165
1768
1288
2173
1557
1.75
1223
1842
1337
2274
917
1623
2.00
1277
1911
1383
2367
1372
947
1686
2.25
1327
1976
1426
2455
968
1416
975
1745
2.50
1375
2037
1466
2538
2.75
1001
1458
1002
1801
2.75
1420
2096
1505
2616
3.00
1033
1499
1028
1854
3.00
1464
2151
1542
2692
3.25
1063
1537
1052
1906
3.25
1505
2205
1577
2764
3.50
1092
1575
1076
1955
3.50
1545
2256
1611
2834
3.75
1120
1610
1099
2003
3.75
1584
2306
1644
2901
≥ 4.00
1129
1622
1106
2018
≥ 4.00
1592
2317
1651
2916
1.5PLB19
Bearing
Length
(in.)
1.5PLB™ DECK
Two Flange Loading
1.5PLB18
Allowable Reaction (lb/ft)
One Flange Loading
Two Flange Loading
End
Interior
End
Interior
1.50
1549
2374
1785
2940
1.75
1624
2470
1851
2.00
1693
2559
2.25
1758
2.50
Bearing
Length
(in.)
Allowable Reaction (lb/ft)
One Flange Loading
Two Flange Loading
End
Interior
End
Interior
1.50
1951
3015
2322
3753
3071
1.75
2043
3133
2404
3916
1911
3194
2.00
2128
3243
2480
4067
2643
1969
3308
2.25
2208
3346
2551
4210
1819
2723
2022
3417
2.50
2283
3444
2619
4344
2.75
1878
2798
2074
3520
2.75
2355
3536
2684
4472
3.00
1934
2870
2123
3619
3.00
2424
3625
2745
4595
3.25
1987
2939
2170
3713
3.25
2490
3710
2804
4712
3.50
2039
3006
2215
3804
3.50
2553
3792
2861
4825
3.75
2089
3070
2259
3892
3.75
2614
3871
2916
4934
≥ 4.00
2096
3079
2265
3904
≥ 4.00
2618
3876
2919
4940
See page 17 for footnotes
22

VP1
VULCRAFT
www.vulcraft.com
WIND UPLIFT LOAD TABLES
1.5PLB22
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
221
175
142
117
98
84
72
63
L/360
119
84
61
46
35
28
22
18
SINGLE
L/240
179
126
92
69
53
42
33
27
L/180
♦♦♦
168
122
92
71
56
45
36
Stress
209
165
134
110
93
79
68
59
L/360
♦♦♦
♦♦♦
♦♦♦
♦♦♦
85
67
54
44
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
261
206
167
138
116
99
85
74
L/360
225
158
115
87
67
52
42
34
TRIPLE
L/240
♦♦♦
♦♦♦
♦♦♦
130
100
79
63
51
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
84
68
8'-0"
55
15
22
30
52
36
♦♦♦
♦♦♦
65
28
42
56
8'-6"
49
12
19
25
46
30
45
♦♦♦
58
23
35
47
9'-0"
44
10
16
21
41
25
38
♦♦♦
52
20
30
40
9'-6"
39
9
13
18
37
21
32
♦♦♦
46
17
25
34
10'-0"
35
8
11
15
33
18
28
♦♦♦
42
14
22
29
8'-0"
71
18
28
37
68
44
67
♦♦♦
85
35
52
70
8'-6"
63
15
23
31
60
37
56
♦♦♦
75
29
44
58
9'-0"
56
13
19
26
54
31
47
♦♦♦
67
24
37
49
9'-6"
50
11
17
22
48
27
40
♦♦♦
60
21
31
42
10'-0"
45
9
14
19
44
23
34
♦♦♦
55
18
27
36
8'-0"
86
22
32
43
81
52
78
♦♦♦
101
41
61
81
8'-6"
76
18
27
36
72
43
65
♦♦♦
90
34
51
68
9'-0"
68
15
23
30
64
36
55
♦♦♦
80
29
43
57
9'-6"
61
13
19
26
57
31
46
♦♦♦
72
24
36
48
10'-0"
55
11
17
22
52
27
40
♦♦♦
65
21
31
42
8'-0"
98
24
37
49
93
59
88
♦♦♦
116
46
69
92
8'-6"
87
20
31
41
82
49
74
♦♦♦
103
38
58
77
9'-0"
78
17
26
34
74
41
62
♦♦♦
92
32
49
65
9'-6"
70
15
22
29
66
35
53
♦♦♦
83
28
41
55
10'-0"
63
13
19
25
60
30
45
♦♦♦
75
24
35
47
1.5PLB20
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
284
224
182
150
126
107
93
81
L/360
148
104
76
57
44
34
28
22
SINGLE
L/240
222
156
113
85
66
52
41
34
L/180
♦♦♦
208
151
114
88
69
55
45
Stress
273
215
174
144
121
103
89
78
L/360
♦♦♦
♦♦♦
♦♦♦
137
105
83
66
54
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
341
269
218
180
151
129
111
97
L/360
278
195
143
107
82
65
52
42
TRIPLE
L/240
♦♦♦
♦♦♦
214
161
124
97
78
63
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
104
84
1.5PLB19
1.5PLB18
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
394
311
252
208
175
149
129
112
L/360
196
138
100
75
58
46
37
30
SINGLE
L/240
294
206
150
113
87
68
55
45
L/180
392
275
201
151
116
91
73
59
Stress
373
294
238
197
166
141
122
106
L/360
♦♦♦
♦♦♦
♦♦♦
181
140
110
88
72
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
466
368
298
246
207
176
152
132
L/360
369
259
189
142
109
86
69
56
TRIPLE
L/240
♦♦♦
♦♦♦
283
213
164
129
103
84
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
172
138
112
See page 17 for footnotes
www.vulcraft.com
VULCRAFT
VP1

23
1.5PLB™ DECK
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
Stress
344
272
220
182
153
130
112
98
L/360
172
121
88
66
51
40
32
26
SINGLE
L/240
259
182
132
99
77
60
48
39
L/180
♦♦♦
242
176
133
102
80
64
52
Stress
324
256
207
171
144
123
106
92
L/360
♦♦♦
♦♦♦
♦♦♦
160
123
97
77
63
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
405
320
259
214
180
153
132
115
L/360
325
228
166
125
96
76
61
49
TRIPLE
L/240
♦♦♦
♦♦♦
249
187
144
114
91
74
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
151
121
99
DIAPHRAGM TABLES
1.5PLB with Hilti X-HSN 24
1.5PLB22
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8"
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"
453
572
643
687
715
733
407
528
607
658
692
715
731
367
488
571
628
667
695
715
729
334
452
538
599
643
674
697
715
728
306
420
507
571
618
653
679
699
715
727
282
391
478
544
594
632
661
683
701
715
261
366
451
519
571
611
643
667
686
702
343
427
495
548
591
624
651
672
689
323
405
472
527
571
606
634
657
676
305
384
451
506
551
588
618
642
662
288
365
431
487
533
570
602
628
649
273
348
413
468
515
553
586
613
636
260
332
396
451
497
537
570
598
622
318
380
434
481
521
555
584
609
304
365
419
465
506
541
570
596
See page 18 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"
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
11
12
12
12
12
12
12
12
13
13
13
13
13
13
13
13
13
14
14
14
14
14
14
14
14
14
14
15
15
15
15
15
15
15
14
15
15
16
16
16
16
16
16
17
16
16
16
17
17
17
17
17
18
16
17
17
18
18
18
18
18
19
17
18
18
18
19
19
19
19
20
17
18
19
19
19
20
20
20
20
18
19
19
20
20
21
21
21
21
18
19
20
20
21
21
22
22
22
20
20
21
21
22
22
23
23
20
21
21
22
22
23
23
24
See page 18 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"
482
608
684
731
760
780
432
562
645
700
736
760
778
391
519
608
668
710
739
760
776
355
481
572
637
684
717
742
760
774
454
572
639
679
704
720
404
525
599
645
675
694
708
363
482
561
612
646
669
685
697
327
445
526
580
617
643
662
675
686
425
533
592
625
645
658
375
485
549
587
610
626
636
334
443
510
551
577
594
606
615
299
405
474
517
545
563
577
586
593
325
447
539
607
658
695
723
744
760
773
298
411
493
550
590
618
639
654
666
675
269
372
440
485
514
534
548
558
566
571
300
416
508
579
632
672
703
727
745
760
272
382
463
522
564
594
617
633
646
656
243
343
410
455
485
506
520
531
539
545
277
389
480
552
607
650
684
710
730
747
250
355
436
495
539
571
595
613
627
638
222
317
383
427
458
479
494
505
513
519
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
365
454
526
583
628
664
692
715
733
343
430
502
560
607
645
675
699
719
324
409
480
538
586
625
657
683
705
307
389
459
518
567
607
640
668
690
291
370
439
498
547
589
623
652
676
276
353
421
479
529
571
607
637
662
338
404
462
512
554
591
622
648
323
388
445
495
538
575
607
634
332
411
470
515
549
574
593
608
620
311
388
447
493
527
553
574
590
602
292
367
426
472
507
534
555
572
585
275
348
406
452
487
515
537
554
568
259
330
388
433
469
497
519
537
551
245
314
370
415
451
480
503
521
535
299
354
399
435
463
486
505
520
285
339
383
419
448
471
489
505
293
358
402
432
453
468
479
488
494
272
335
378
407
428
444
455
463
469
254
313
355
384
405
420
431
439
445
237
294
334
362
382
397
407
415
422
221
276
314
342
361
375
385
392
398
207
259
296
322
340
353
363
370
376
243
278
303
320
332
341
348
353
229
261
284
300
311
320
326
331
See page 18 for footnotes
24

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8"
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
395
492
542
569
585
595
345
443
496
525
543
554
562
303
400
453
484
503
515
523
529
268
361
415
446
465
477
486
492
496
40 psf
364
449
489
510
523
530
313
397
438
460
472
480
485
271
351
391
412
424
432
437
440
235
310
347
367
378
385
389
393
395
50 psf
331
403
434
450
458
463
278
346
376
390
399
403
407
234
295
321
333
340
345
347
349
196
247
268
278
283
286
288
290
290
213
297
346
376
394
406
414
419
423
426
177
237
266
280
288
293
296
299
300
301
128
154
163
167
168
169
170
171
171
171
191
269
316
344
361
372
379
384
388
391
153
204
227
238
244
248
250
252
253
254
92
104
108
109
110
110
110
110
110
111
60 psf
295
353
376
386
392
395
240
289
308
317
321
324
326
191
229
243
248
251
253
254
255
145
169
177
180
181
182
183
183
183
238
327
379
410
429
441
449
455
459
462
204
272
305
323
333
339
343
345
347
349
161
201
216
223
226
228
229
230
231
231
97
106
109
110
110
110
110
111
111
111
70 psf
257
299
314
320
324
326
195
225
235
239
241
242
243
136
151
156
157
158
159
159
159
80 psf
Span Length (ft-in.)
3'-0"
213
240
249
252
254
255
141
153
157
158
159
159
159
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
245
287
313
328
338
345
350
353
356
222
261
283
297
306
311
316
318
321
200
235
254
266
273
278
282
284
286
180
210
226
235
241
245
248
250
251
160
184
197
204
209
212
214
215
216
140
159
168
173
176
178
179
180
181
132
138
141
143
144
145
145
146
103
106
108
109
109
110
110
110
172
188
196
200
202
204
205
206
206
138
148
153
155
156
157
158
158
159
101
106
108
109
110
110
110
110
110
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

25
1.5PLB20
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
578
726
807
854
882
901
521
676
768
824
859
883
899
473
629
729
793
835
863
883
898
431
586
692
762
810
843
866
883
896
396
548
656
731
784
821
848
868
884
895
366
513
622
701
758
799
830
853
870
884
339
481
591
672
733
777
811
837
856
872
453
561
645
708
755
792
820
842
859
427
534
618
683
734
773
803
827
846
404
509
593
660
712
753
786
812
833
383
485
569
637
691
734
769
796
819
363
464
547
615
671
716
752
781
805
346
443
526
595
651
697
735
766
791
425
506
575
632
679
718
751
777
407
488
556
614
662
702
735
763
See page 18 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"
14
14
14
14
14
14
15
16
16
16
16
16
16
17
17
18
18
18
18
18
18
18
19
19
20
20
20
20
20
20
20
20
21
21
22
22
22
22
22
22
21
22
22
23
23
23
24
24
24
24
21
23
23
24
25
25
25
25
26
26
24
25
25
26
26
27
27
27
27
24
25
26
27
27
28
28
29
29
25
26
27
28
29
29
30
30
30
26
27
28
29
30
30
31
31
32
26
28
29
30
31
31
32
32
33
26
28
30
31
31
32
33
33
34
29
30
31
32
33
34
34
35
29
31
32
33
34
35
35
36
See page 18 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"
615
772
859
908
939
958
555
719
817
877
914
939
956
503
669
776
844
888
918
940
955
459
624
736
811
861
897
922
940
954
579
724
800
842
867
883
519
670
756
805
836
856
869
468
621
713
769
805
828
844
855
424
576
673
734
774
800
819
832
842
543
674
739
774
794
806
483
619
691
731
754
769
779
431
569
645
689
716
733
745
753
388
524
603
650
679
698
711
720
726
421
583
698
778
834
874
903
924
940
953
387
536
635
700
743
773
794
809
820
829
351
484
564
613
643
664
677
687
694
700
389
545
662
746
807
851
883
907
926
940
355
500
600
668
714
746
769
786
798
808
319
448
528
578
609
631
645
655
663
669
361
512
628
715
779
827
863
890
911
927
327
467
567
637
686
720
745
763
777
788
291
415
494
545
577
599
614
624
632
638
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
482
597
686
753
804
842
872
895
914
454
568
658
727
780
822
854
880
900
429
541
631
702
758
801
836
864
886
407
516
606
678
735
781
818
847
871
387
493
582
655
714
761
800
831
857
368
472
560
633
693
742
782
815
842
452
539
612
672
723
764
798
827
433
519
592
653
704
747
782
812
438
537
608
659
695
721
741
756
767
411
509
581
633
671
698
719
735
747
387
484
555
608
647
676
698
715
728
365
460
531
585
624
654
677
695
708
346
438
509
562
603
633
657
675
690
328
418
488
541
582
613
637
656
671
399
468
521
562
594
618
638
653
381
449
502
543
575
600
620
635
386
464
514
546
568
583
594
602
608
360
435
484
517
538
553
564
572
579
336
409
457
488
510
525
536
543
550
314
384
431
461
482
497
507
515
521
294
361
406
435
455
470
480
487
493
276
340
382
410
430
443
453
460
465
320
360
386
404
417
426
433
438
300
338
363
380
391
400
406
410
See page 18 for footnotes
26

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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
505
621
675
702
718
728
444
563
621
652
669
680
688
393
511
571
603
622
634
642
647
349
465
525
558
577
589
597
602
606
40 psf
465
565
608
629
641
648
403
503
547
569
581
589
593
351
447
490
511
523
531
535
538
306
395
436
456
467
474
478
481
483
50 psf
422
505
538
553
561
566
358
436
467
482
490
494
497
303
373
400
412
419
423
426
427
254
313
335
344
349
352
354
356
356
280
385
441
472
491
503
510
516
519
522
233
304
335
350
358
362
365
367
369
370
167
196
205
208
210
211
212
212
213
213
252
350
403
433
450
461
468
473
477
479
202
262
286
297
304
307
309
311
312
313
120
134
137
139
139
140
140
140
140
140
60 psf
377
441
464
475
480
483
308
363
382
391
395
397
399
246
288
302
307
310
312
313
314
187
214
221
224
225
226
227
227
227
312
423
481
514
533
545
553
559
563
566
267
348
384
402
412
418
421
424
426
427
210
255
270
277
280
282
283
284
285
285
125
136
138
139
140
140
140
140
140
140
70 psf
327
373
388
394
397
399
250
282
292
296
298
299
299
174
191
195
197
197
198
198
198
80 psf
Span Length (ft-in.)
3'-0"
271
299
308
311
313
314
179
193
196
197
198
198
198
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
319
368
395
410
420
427
431
434
437
289
334
357
371
380
386
390
392
394
262
301
321
333
340
345
348
350
352
235
268
285
295
301
304
307
309
310
209
236
249
256
261
264
265
267
268
182
203
212
217
220
222
224
225
225
168
175
178
180
181
182
182
183
132
135
137
138
139
139
139
140
220
237
245
249
252
253
254
255
255
177
188
192
194
196
197
197
198
198
130
136
138
139
139
139
140
140
140
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

27
1.5PLB20
Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
578
726
807
854
882
901
521
676
768
824
859
883
899
473
629
729
793
835
863
883
898
431
586
692
762
810
843
866
883
896
396
548
656
731
784
821
848
868
884
895
366
513
622
701
758
799
830
853
870
884
339
481
591
672
733
777
811
837
856
872
453
561
645
708
755
792
820
842
859
427
534
618
683
734
773
803
827
846
404
509
593
660
712
753
786
812
833
383
485
569
637
691
734
769
796
819
363
464
547
615
671
716
752
781
805
346
443
526
595
651
697
735
766
791
425
506
575
632
679
718
751
777
407
488
556
614
662
702
735
763
See page 18 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"
14
14
14
14
14
14
15
16
16
16
16
16
16
17
17
18
18
18
18
18
18
18
19
19
20
20
20
20
20
20
20
20
21
21
22
22
22
22
22
22
21
22
22
23
23
23
24
24
24
24
21
23
23
24
25
25
25
25
26
26
24
25
25
26
26
27
27
27
27
24
25
26
27
27
28
28
29
29
25
26
27
28
29
29
30
30
30
26
27
28
29
30
30
31
31
32
26
28
29
30
31
31
32
32
33
26
28
30
31
31
32
33
33
34
29
30
31
32
33
34
34
35
29
31
32
33
34
35
35
36
See page 18 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"
585
732
810
854
880
896
525
679
766
818
849
870
884
474
630
724
782
819
844
860
873
430
585
684
748
789
817
837
851
861
579
724
800
842
867
883
519
670
756
805
836
856
869
468
621
713
769
805
828
844
855
424
576
673
734
774
800
819
832
842
555
691
760
797
819
833
495
637
713
756
782
799
810
444
587
669
717
747
766
779
788
401
542
628
679
712
733
748
758
766
393
544
646
714
759
791
813
829
841
850
387
536
635
700
743
773
794
809
820
829
363
502
589
644
679
702
718
729
738
744
361
508
611
682
731
765
789
807
821
831
355
500
600
668
714
746
769
786
798
808
331
466
554
610
646
671
688
701
710
717
333
475
578
651
703
739
766
786
800
812
327
467
567
637
686
720
745
763
777
788
304
434
521
578
616
642
660
673
682
690
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
446
548
623
676
715
743
764
781
793
419
520
595
650
691
721
743
761
774
395
494
570
626
667
699
723
741
756
373
470
546
602
645
678
703
722
738
353
448
523
580
624
657
683
704
720
335
428
502
559
603
638
665
686
702
409
482
539
584
619
646
668
685
391
463
520
565
600
628
651
669
438
537
608
659
695
721
741
756
767
411
509
581
633
671
698
719
735
747
387
484
555
608
647
676
698
715
728
365
460
531
585
624
654
677
695
708
346
438
509
562
603
633
657
675
690
328
418
488
541
582
613
637
656
671
399
468
521
562
594
618
638
653
381
449
502
543
575
600
620
635
405
491
548
587
613
632
646
656
663
378
463
520
559
586
605
619
630
638
355
437
494
532
560
579
593
604
612
333
413
469
507
535
554
568
579
587
314
391
445
483
510
530
544
555
563
296
370
423
461
487
506
520
531
539
351
403
439
465
483
497
507
515
333
383
418
443
461
475
485
492
See page 18 for footnotes
28

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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
524
648
708
739
757
768
464
592
657
692
713
726
735
413
541
610
648
671
685
695
701
369
496
566
606
630
645
655
663
668
40 psf
492
603
654
679
694
702
431
544
598
626
641
651
657
380
491
546
574
591
601
608
612
336
444
497
526
542
553
559
564
567
50 psf
458
556
597
618
629
636
396
493
535
556
567
574
579
344
436
477
497
508
514
519
522
299
384
421
439
450
456
459
462
464
60 psf
423
506
539
554
563
568
359
438
469
483
491
496
499
304
374
402
414
421
425
427
429
255
315
337
346
352
355
357
358
359
300
418
487
528
553
569
580
588
593
597
266
361
409
435
450
459
465
469
472
474
224
290
317
329
336
340
342
344
345
346
168
198
207
211
213
214
215
215
215
215
273
385
452
492
517
533
544
551
557
561
237
325
369
392
405
413
418
422
425
426
192
245
266
275
280
282
284
285
286
287
122
136
140
142
142
143
143
143
143
143
70 psf
385
453
478
490
496
499
318
377
399
408
413
416
418
258
305
321
328
331
333
334
335
202
234
243
247
249
250
251
251
252
332
455
525
566
591
607
617
625
630
634
298
400
452
479
495
505
512
516
519
521
259
336
368
384
392
398
401
403
405
406
211
257
272
279
282
284
286
286
287
287
144
160
164
166
166
167
167
167
167
167
80 psf
Span Length (ft-in.)
3'-0"
345
398
415
423
427
429
271
312
325
330
333
334
335
202
227
234
237
238
239
239
240
130
139
142
142
143
143
143
143
143
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
356
420
459
482
498
509
516
521
525
328
390
426
449
464
474
481
486
490
304
361
396
417
431
440
447
451
455
281
334
366
386
398
407
413
417
420
259
308
337
355
366
374
379
383
385
239
283
309
325
334
341
345
349
351
259
281
294
303
308
312
315
317
235
253
264
271
275
278
281
282
291
330
350
361
368
373
376
378
379
259
292
309
318
323
327
329
331
332
228
255
267
274
279
281
283
284
285
197
217
226
231
234
235
237
237
238
164
177
183
186
188
189
190
190
191
129
136
139
141
141
142
142
143
143
201
214
220
223
224
225
226
227
227
153
161
164
165
166
166
167
167
167
102
105
106
106
106
107
107
107
107
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

29
1.5PLB19
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
694
867
957
1007
1036
1055
628
812
915
976
1013
1037
1053
572
759
873
943
988
1017
1038
1052
523
711
832
910
962
996
1021
1038
1051
481
666
792
877
934
974
1002
1023
1038
1050
444
625
755
844
907
951
983
1007
1025
1039
413
588
719
812
880
928
964
990
1011
1026
555
685
781
852
905
944
973
996
1014
524
653
752
826
881
923
956
981
1000
496
624
723
800
858
903
938
965
987
471
596
696
774
835
883
920
949
973
448
571
670
750
813
862
902
933
958
427
547
646
726
791
842
884
917
944
525
623
704
769
823
866
901
929
504
601
682
749
803
848
884
914
See page 18 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"
20
20
20
20
21
21
22
23
23
23
23
24
24
24
25
25
26
26
26
27
27
26
27
28
28
29
29
29
29
29
27
29
30
30
31
31
32
32
32
32
28
30
31
32
33
33
34
34
34
35
29
31
33
34
35
35
36
36
37
37
33
34
36
36
37
38
38
39
39
34
36
37
38
39
40
40
41
41
34
37
38
39
40
41
42
42
43
35
37
39
41
42
43
43
44
45
35
38
40
42
43
44
45
46
46
36
39
41
43
44
45
46
47
48
39
42
43
45
46
47
48
49
39
42
44
46
47
48
49
50
See page 18 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"
738
922
1018
1071
1103
1123
668
863
974
1038
1078
1103
1121
608
808
929
1004
1051
1082
1104
1119
556
756
885
968
1023
1060
1086
1104
1118
696
864
947
991
1017
1033
626
804
899
952
983
1003
1017
566
748
852
912
949
973
990
1001
515
697
807
874
916
943
962
975
985
652
802
873
909
930
942
582
740
819
861
885
901
911
522
683
768
815
842
860
871
879
471
632
720
770
801
820
833
842
848
512
708
843
933
994
1036
1066
1088
1105
1117
471
651
765
836
882
913
935
950
961
970
427
585
676
728
760
781
795
804
812
817
473
665
803
898
965
1012
1046
1071
1090
1105
432
608
725
800
850
884
907
925
937
947
389
543
634
688
721
743
758
768
776
781
439
626
764
864
936
987
1025
1054
1075
1092
399
570
687
766
819
855
881
899
913
924
356
505
595
650
684
706
722
732
740
746
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
590
729
831
907
962
1004
1035
1059
1078
558
695
800
878
938
982
1017
1043
1064
528
664
769
851
913
961
998
1027
1050
501
634
741
824
889
939
978
1010
1035
477
607
713
798
865
917
959
993
1020
454
582
687
773
841
896
940
975
1004
558
663
749
819
875
921
958
989
536
639
726
796
855
902
941
973
536
653
733
788
827
854
875
890
901
504
621
702
759
800
829
850
867
879
476
591
673
731
773
804
827
844
857
450
563
645
705
748
780
803
821
835
426
537
619
679
723
756
781
799
814
404
513
594
655
700
733
758
778
793
490
571
632
677
711
737
757
773
470
549
610
655
690
716
737
753
470
559
614
648
671
686
697
705
711
439
526
580
614
637
652
663
671
677
411
495
547
581
603
619
629
637
643
384
465
516
549
571
586
596
604
610
360
438
487
519
540
554
564
572
577
338
412
459
489
509
523
532
539
545
388
432
460
479
492
501
508
513
365
406
432
450
461
470
476
481
See page 18 for footnotes
30

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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
606
738
795
824
840
850
535
672
734
766
784
795
802
475
612
677
711
730
742
749
755
424
558
623
658
678
690
698
703
707
40 psf
557
669
715
737
748
755
485
598
644
667
679
687
691
423
532
578
600
612
619
624
627
370
472
515
535
546
553
557
560
562
50 psf
505
597
631
647
655
660
430
517
549
563
571
576
579
365
442
470
482
489
493
495
497
306
371
393
403
408
410
412
413
414
341
464
526
559
577
589
597
602
606
609
283
363
395
410
418
423
426
428
429
430
200
230
239
243
245
246
246
247
247
247
308
423
481
512
530
540
548
553
556
559
245
312
337
349
355
358
360
362
363
363
142
156
160
161
162
162
162
163
163
163
60 psf
450
520
544
554
559
563
368
428
447
456
460
462
464
294
339
353
358
361
363
364
364
223
250
258
261
262
263
263
264
264
380
509
573
607
627
639
647
652
656
659
324
416
454
472
482
488
491
494
496
497
253
301
316
323
326
328
329
330
331
331
148
158
161
162
162
162
163
163
163
163
70 psf
388
438
453
459
462
464
297
331
340
344
346
347
348
206
223
227
229
229
230
230
230
107
111
111
112
112
112
112
112
112
80 psf
Span Length (ft-in.)
3'-0"
320
350
359
362
364
364
211
225
228
229
230
230
230
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
385
439
467
483
493
499
503
507
509
350
398
423
437
445
451
455
457
459
316
358
379
391
398
403
406
409
410
283
319
336
346
352
355
358
360
361
251
279
293
300
305
307
309
311
312
218
239
249
254
257
259
261
261
262
198
204
208
209
211
211
212
212
155
158
160
161
161
162
162
162
261
279
287
291
293
295
296
296
297
209
220
224
227
228
229
229
229
230
153
158
160
161
162
162
162
162
163
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

31
1.5PLB19
Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
694
867
957
1007
1036
1055
628
812
915
976
1013
1037
1053
572
759
873
943
988
1017
1038
1052
523
711
832
910
962
996
1021
1038
1051
481
666
792
877
934
974
1002
1023
1038
1050
444
625
755
844
907
951
983
1007
1025
1039
413
588
719
812
880
928
964
990
1011
1026
555
685
781
852
905
944
973
996
1014
524
653
752
826
881
923
956
981
1000
496
624
723
800
858
903
938
965
987
471
596
696
774
835
883
920
949
973
448
571
670
750
813
862
902
933
958
427
547
646
726
791
842
884
917
944
525
623
704
769
823
866
901
929
504
601
682
749
803
848
884
914
See page 18 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"
20
20
20
20
21
21
22
23
23
23
23
24
24
24
25
25
26
26
26
27
27
26
27
28
28
29
29
29
29
29
27
29
30
30
31
31
32
32
32
32
28
30
31
32
33
33
34
34
34
35
29
31
33
34
35
35
36
36
37
37
33
34
36
36
37
38
38
39
39
34
36
37
38
39
40
40
41
41
34
37
38
39
40
41
42
42
43
35
37
39
41
42
43
43
44
45
35
38
40
42
43
44
45
46
46
36
39
41
43
44
45
46
47
48
39
42
43
45
46
47
48
49
39
42
44
46
47
48
49
50
See page 18 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"
738
922
1018
1071
1103
1123
668
863
974
1038
1078
1103
1121
608
808
929
1004
1051
1082
1104
1119
556
756
885
968
1023
1060
1086
1104
1118
708
881
968
1015
1042
1059
638
821
921
977
1011
1033
1047
579
766
875
939
979
1005
1023
1035
527
715
830
902
947
978
998
1013
1024
677
838
916
957
980
995
608
778
866
914
942
960
972
548
722
817
872
905
926
940
950
497
670
771
831
868
892
908
920
928
512
708
843
933
994
1036
1066
1088
1105
1117
483
668
788
865
916
950
974
991
1003
1013
453
624
728
792
832
858
877
889
899
906
473
665
803
898
965
1012
1046
1071
1090
1105
444
626
748
830
885
922
949
968
982
993
415
582
688
755
797
826
846
860
870
878
439
626
764
864
936
987
1025
1054
1075
1092
411
587
711
796
854
895
924
945
961
974
381
544
651
719
764
794
815
830
842
850
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
590
729
831
907
962
1004
1035
1059
1078
558
695
800
878
938
982
1017
1043
1064
528
664
769
851
913
961
998
1027
1050
501
634
741
824
889
939
978
1010
1035
477
607
713
798
865
917
959
993
1020
454
582
687
773
841
896
940
975
1004
558
663
749
819
875
921
958
989
536
639
726
796
855
902
941
973
552
676
763
825
868
899
923
940
954
521
644
732
796
842
875
901
920
934
492
613
703
769
816
852
879
899
915
466
585
675
742
792
829
857
879
896
442
559
649
717
768
806
836
859
877
420
535
624
693
745
785
815
839
858
512
601
670
723
763
795
820
840
491
579
648
701
743
775
801
821
510
616
686
732
764
786
802
814
823
479
584
654
701
734
757
774
786
796
450
554
624
672
705
729
747
759
769
425
526
596
644
678
702
720
733
743
401
500
569
617
651
676
694
707
718
380
476
544
592
626
651
669
682
693
453
520
568
601
626
644
658
668
432
498
544
578
602
620
634
644
See page 18 for footnotes
32

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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
646
794
863
898
918
930
576
731
808
849
872
887
896
516
674
756
801
828
844
855
863
465
622
708
756
785
803
815
823
829
40 psf
613
748
808
837
854
864
543
683
748
781
800
812
819
483
624
692
727
748
760
769
774
431
570
639
676
697
710
719
725
729
50 psf
579
700
751
776
789
797
508
631
685
712
726
735
741
447
569
623
650
665
674
680
684
395
512
564
591
606
614
620
624
627
60 psf
544
650
693
713
724
730
471
577
619
640
651
657
661
409
509
550
569
580
586
590
593
355
447
483
501
510
515
519
521
523
70 psf
507
598
633
648
657
662
431
518
551
566
574
578
581
366
444
472
485
492
496
498
500
308
373
396
406
411
414
415
417
418
467
544
571
583
589
593
388
456
479
490
495
498
500
318
372
390
397
401
403
405
406
252
290
301
306
308
309
310
310
311
421
576
663
713
743
762
775
784
791
796
387
521
590
627
648
661
670
676
681
684
350
460
509
534
548
556
561
565
567
569
307
388
419
434
441
446
449
450
452
453
254
304
320
326
330
332
333
334
334
335
185
206
211
213
214
214
215
215
215
215
383
533
621
672
703
723
737
746
753
758
349
477
544
580
601
614
622
628
633
636
311
411
456
478
491
498
503
506
508
510
264
331
356
367
373
376
378
380
381
382
202
234
243
247
248
249
250
250
251
251
111
117
118
118
119
119
119
119
119
119
350
495
581
633
665
685
699
709
716
721
316
437
501
535
555
567
576
581
585
588
276
366
405
424
435
441
445
448
449
451
223
275
293
301
305
307
308
309
310
310
145
160
164
165
166
166
167
167
167
167
80 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
460
545
596
628
648
662
672
679
685
429
511
561
592
613
627
636
643
649
400
479
528
558
578
591
601
608
613
374
449
496
525
544
557
566
573
578
349
421
465
493
511
523
532
538
543
327
395
436
462
479
490
498
504
509
369
408
432
447
458
465
470
474
345
380
402
416
425
432
437
440
400
460
492
510
522
529
535
538
541
366
420
450
466
477
484
488
492
494
334
383
409
423
433
438
442
445
447
303
346
368
381
388
393
397
399
401
273
310
328
338
344
348
351
353
354
244
273
288
296
300
303
305
307
308
236
247
252
256
258
259
260
261
198
205
209
211
212
213
213
214
322
355
371
379
384
387
389
391
392
280
306
317
324
327
330
331
332
333
237
255
264
268
270
272
273
273
274
192
204
209
211
212
213
214
214
214
144
150
152
153
154
154
154
155
155
218
229
233
236
237
238
238
238
239
158
163
165
166
166
166
167
167
167
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

33
1.5PLB18
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
801
996
1093
1146
1177
1196
727
936
1049
1114
1153
1178
1195
663
878
1004
1080
1127
1157
1178
1193
607
824
960
1045
1099
1136
1161
1179
1192
559
774
917
1009
1071
1113
1142
1164
1179
1191
517
728
875
974
1042
1089
1123
1147
1166
1180
481
687
835
940
1013
1065
1102
1130
1151
1167
648
798
906
984
1040
1081
1112
1136
1154
613
762
873
955
1015
1060
1094
1120
1141
582
729
842
927
990
1038
1075
1104
1126
553
698
812
899
966
1017
1056
1087
1112
526
669
783
872
941
995
1037
1070
1097
501
642
756
846
917
974
1018
1053
1082
616
730
821
894
952
999
1036
1067
593
705
797
871
931
980
1019
1051
See page 18 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"
26
27
27
28
28
28
29
30
31
31
32
32
32
31
33
34
35
35
35
36
36
34
36
37
38
38
39
39
39
40
35
38
39
40
41
42
42
43
43
43
37
40
42
43
44
45
45
46
46
46
38
41
43
45
46
47
48
48
49
49
42
45
47
48
49
50
51
52
52
44
47
49
50
52
53
53
54
55
44
48
50
52
53
55
56
56
57
45
49
51
53
55
56
58
58
59
45
50
52
55
57
58
59
60
61
46
50
53
56
58
60
61
62
63
51
54
57
59
61
62
64
65
51
55
58
60
62
64
65
66
See page 18 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"
852
1059
1163
1219
1252
1273
773
995
1116
1185
1226
1253
1271
705
934
1069
1149
1199
1231
1254
1269
646
877
1021
1111
1169
1208
1235
1254
1268
803
991
1080
1127
1154
1171
724
925
1028
1085
1118
1138
1152
657
864
978
1042
1081
1106
1122
1134
598
807
929
1000
1044
1073
1093
1106
1116
751
919
995
1032
1054
1067
673
851
936
980
1005
1021
1031
605
788
880
929
958
975
987
995
547
730
826
880
911
931
944
953
960
595
824
975
1074
1139
1184
1215
1238
1255
1267
548
755
882
960
1008
1041
1063
1078
1090
1099
497
678
777
833
866
888
902
912
919
924
550
775
931
1036
1108
1159
1194
1220
1240
1255
504
708
838
920
973
1009
1033
1051
1064
1073
454
630
730
788
823
845
860
871
878
884
511
730
889
1000
1077
1133
1173
1202
1225
1242
465
665
797
882
939
977
1004
1023
1038
1048
416
587
687
745
781
804
820
831
839
845
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
690
849
964
1046
1106
1150
1183
1208
1228
653
811
929
1016
1080
1128
1164
1192
1213
619
776
896
986
1053
1105
1144
1174
1198
588
743
864
956
1027
1082
1124
1157
1183
559
712
833
928
1001
1059
1103
1139
1167
534
683
804
900
976
1036
1083
1121
1151
656
776
873
951
1013
1063
1102
1135
630
750
848
927
991
1042
1084
1118
625
758
846
906
946
975
996
1012
1024
590
722
812
874
917
947
969
986
999
557
688
779
843
887
920
943
961
975
527
656
748
813
859
893
918
936
951
500
627
719
785
832
867
893
912
927
475
600
691
758
806
841
868
888
904
574
665
732
780
817
844
865
881
550
640
707
756
793
821
842
859
547
646
705
741
764
780
791
800
806
512
608
666
702
726
742
753
761
767
479
572
629
665
688
704
715
723
729
449
539
594
629
651
667
678
686
691
421
508
561
594
616
631
641
649
654
395
478
528
560
581
595
605
612
617
450
497
527
547
560
569
576
581
423
467
495
513
525
534
540
545
See page 18 for footnotes
34

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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
698
844
905
935
951
961
619
771
837
871
889
900
907
551
704
773
809
828
840
848
853
492
642
713
749
769
782
790
795
799
40 psf
642
765
812
835
847
854
560
684
733
757
769
777
781
490
610
658
681
693
701
705
708
429
541
586
608
619
626
630
633
635
50 psf
581
680
716
732
740
745
496
590
623
638
646
651
654
421
504
534
546
553
557
559
561
354
423
446
456
461
464
465
467
468
398
536
602
637
656
668
676
681
685
688
328
417
450
465
473
478
481
483
484
485
229
262
271
274
276
277
278
278
278
279
359
489
551
584
602
613
620
625
629
631
285
357
384
395
401
405
407
408
409
410
163
177
181
182
183
183
183
183
183
183
60 psf
516
591
616
627
632
635
423
487
507
515
520
522
524
338
386
399
405
408
410
411
411
256
284
292
294
296
297
297
297
298
442
587
656
692
712
724
732
738
742
745
376
477
517
536
546
552
555
558
560
561
291
343
359
365
369
371
372
373
373
373
168
179
182
183
183
183
183
183
183
184
70 psf
445
497
512
519
522
524
339
375
385
389
391
392
392
235
252
257
258
259
259
260
260
122
125
126
126
126
126
126
126
126
80 psf
Span Length (ft-in.)
3'-0"
366
397
405
409
410
411
240
254
257
259
259
260
260
105
107
107
107
107
107
107
107
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
445
503
532
549
559
565
570
573
575
404
456
482
496
505
511
515
517
519
365
410
432
444
452
456
460
462
463
327
365
383
393
398
402
405
406
408
289
319
333
341
345
348
350
351
352
251
273
283
288
291
293
294
295
296
225
232
235
237
238
239
239
240
176
179
181
182
182
182
183
183
299
317
325
329
331
333
334
334
335
238
249
254
256
257
258
259
259
259
174
179
181
182
182
183
183
183
183
105
106
107
107
107
107
107
107
107
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

35
1.5PLB18
Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4"
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"
801
996
1093
1146
1177
1196
727
936
1049
1114
1153
1178
1195
663
878
1004
1080
1127
1157
1178
1193
607
824
960
1045
1099
1136
1161
1179
1192
559
774
917
1009
1071
1113
1142
1164
1179
1191
517
728
875
974
1042
1089
1123
1147
1166
1180
481
687
835
940
1013
1065
1102
1130
1151
1167
648
798
906
984
1040
1081
1112
1136
1154
613
762
873
955
1015
1060
1094
1120
1141
582
729
842
927
990
1038
1075
1104
1126
553
698
812
899
966
1017
1056
1087
1112
526
669
783
872
941
995
1037
1070
1097
501
642
756
846
917
974
1018
1053
1082
616
730
821
894
952
999
1036
1067
593
705
797
871
931
980
1019
1051
See page 18 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"
26
27
27
28
28
28
29
30
31
31
32
32
32
31
33
34
35
35
35
36
36
34
36
37
38
38
39
39
39
40
35
38
39
40
41
42
42
43
43
43
37
40
42
43
44
45
45
46
46
46
38
41
43
45
46
47
48
48
49
49
42
45
47
48
49
50
51
52
52
44
47
49
50
52
53
53
54
55
44
48
50
52
53
55
56
56
57
45
49
51
53
55
56
58
58
59
45
50
52
55
57
58
59
60
61
46
50
53
56
58
60
61
62
63
51
54
57
59
61
62
64
65
51
55
58
60
62
64
65
66
See page 18 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"
852
1059
1163
1219
1252
1273
773
995
1116
1185
1226
1253
1271
705
934
1069
1149
1199
1231
1254
1269
646
877
1021
1111
1169
1208
1235
1254
1268
818
1013
1107
1156
1185
1203
740
948
1057
1117
1152
1175
1190
672
887
1007
1076
1119
1146
1164
1177
613
830
959
1036
1085
1116
1138
1153
1165
784
965
1049
1092
1117
1132
706
898
995
1046
1076
1095
1108
638
837
942
1001
1036
1058
1073
1083
580
780
892
957
996
1021
1038
1050
1059
595
824
975
1074
1139
1184
1215
1238
1255
1267
563
778
913
997
1051
1087
1112
1129
1142
1152
529
728
845
914
957
985
1004
1018
1027
1035
550
775
931
1036
1108
1159
1194
1220
1240
1255
519
730
869
958
1017
1057
1085
1105
1120
1131
486
680
800
873
919
950
971
985
996
1004
511
730
889
1000
1077
1133
1173
1202
1225
1242
480
686
827
921
984
1028
1059
1081
1098
1110
448
638
758
834
883
915
938
954
965
974
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
690
849
964
1046
1106
1150
1183
1208
1228
653
811
929
1016
1080
1128
1164
1192
1213
619
776
896
986
1053
1105
1144
1174
1198
588
743
864
956
1027
1082
1124
1157
1183
559
712
833
928
1001
1059
1103
1139
1167
534
683
804
900
976
1036
1083
1121
1151
656
776
873
951
1013
1063
1102
1135
630
750
848
927
991
1042
1084
1118
647
788
886
952
999
1033
1057
1075
1089
611
752
851
921
971
1007
1033
1053
1068
578
718
819
891
943
981
1009
1031
1048
548
686
788
862
916
956
986
1009
1027
520
656
759
834
890
932
963
987
1006
495
629
731
807
865
908
941
966
986
603
704
782
840
884
919
945
966
579
679
757
816
862
897
925
946
598
719
797
848
882
905
922
935
944
563
683
762
814
849
874
892
905
915
531
649
728
781
818
843
862
876
886
501
618
697
750
787
814
833
847
858
474
588
667
721
758
785
804
819
830
449
561
638
692
730
757
776
791
803
535
612
665
702
729
749
764
776
511
586
639
676
703
723
738
749
See page 18 for footnotes
36

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4"
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
749
915
990
1027
1048
1061
670
847
930
974
999
1014
1024
603
783
874
922
951
968
980
988
545
725
821
873
904
923
936
945
951
40 psf
712
864
929
961
978
989
633
792
864
899
920
932
940
565
726
802
840
862
876
885
891
507
666
744
784
807
821
830
837
841
50 psf
674
811
866
893
907
916
594
735
794
823
838
848
854
526
665
726
755
772
781
788
792
467
601
661
690
706
716
722
727
730
60 psf
635
756
802
824
835
842
553
674
722
744
756
763
767
483
599
645
667
678
685
689
692
422
529
572
591
602
608
612
615
617
70 psf
594
698
736
753
762
768
509
610
646
663
672
677
680
436
527
560
575
582
587
589
591
371
449
476
488
494
497
500
501
502
551
638
668
682
689
693
462
541
568
580
586
589
591
383
449
470
479
484
487
488
489
310
359
373
379
382
384
385
386
386
494
673
770
825
858
879
893
902
909
914
457
612
689
730
753
768
777
784
788
792
415
543
599
627
643
652
658
662
665
667
368
464
501
518
527
532
535
538
539
540
311
373
393
401
406
408
410
411
412
412
239
268
276
279
280
281
282
282
282
282
451
625
724
780
814
836
850
861
868
873
413
562
638
678
701
716
725
731
736
739
370
489
541
566
580
589
594
598
601
602
319
401
432
445
452
456
459
461
462
463
254
297
310
315
318
319
320
321
321
321
162
173
176
177
177
178
178
178
178
178
413
582
680
737
772
794
809
820
827
833
375
517
589
628
651
664
674
680
684
688
330
438
484
507
519
526
531
534
536
538
274
340
363
373
378
381
383
384
385
385
194
219
225
227
229
229
230
230
230
230
80 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
543
639
696
731
754
769
780
787
793
507
601
657
692
714
730
740
748
754
474
565
620
654
676
691
701
709
715
444
531
584
617
639
653
663
671
676
416
499
550
582
602
616
626
633
638
390
469
517
547
567
580
589
596
600
441
486
514
532
544
552
558
563
413
455
481
497
508
516
522
526
475
544
580
601
614
623
629
633
636
436
500
534
553
565
573
578
582
585
400
458
489
506
517
524
528
532
534
365
417
444
459
468
474
478
481
483
332
377
400
413
420
425
429
431
433
300
338
356
366
372
376
379
381
382
298
312
320
324
327
329
330
331
256
267
272
275
277
279
280
280
390
429
448
458
464
468
471
473
474
343
375
390
398
403
406
408
409
410
296
321
332
337
341
343
344
345
346
248
265
272
276
278
279
280
281
281
198
208
212
214
215
216
216
216
217
144
148
150
151
151
151
152
152
152
279
294
300
303
305
306
307
307
308
215
223
226
228
229
229
230
230
230
146
149
151
151
151
152
152
152
152
HILTI X-HSN 24
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
136
137
138
138
139
139
139
139
139
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

37
1.5PLB18
Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8"
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"
801
996
1093
1146
1177
1196
727
936
1049
1114
1153
1178
1195
663
878
1004
1080
1127
1157
1178
1193
607
824
960
1045
1099
1136
1161
1179
1192
559
774
917
1009
1071
1113
1142
1164
1179
1191
517
728
875
974
1042
1089
1123
1147
1166
1180
481
687
835
940
1013
1065
1102
1130
1151
1167
648
798
906
984
1040
1081
1112
1136
1154
613
762
873
955
1015
1060
1094
1120
1141
582
729
842
927
990
1038
1075
1104
1126
553
698
812
899
966
1017
1056
1087
1112
526
669
783
872
941
995
1037
1070
1097
501
642
756
846
917
974
1018
1053
1082
616
730
821
894
952
999
1036
1067
593
705
797
871
931
980
1019
1051
See page 18 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"
26
27
27
28
28
28
29
30
31
31
32
32
32
31
33
34
35
35
35
36
36
34
36
37
38
38
39
39
39
40
35
38
39
40
41
42
42
43
43
43
37
40
42
43
44
45
45
46
46
46
38
41
43
45
46
47
48
48
49
49
42
45
47
48
49
50
51
52
52
44
47
49
50
52
53
53
54
55
44
48
50
52
53
55
56
56
57
45
49
51
53
55
56
58
58
59
45
50
52
55
57
58
59
60
61
46
50
53
56
58
60
61
62
63
51
54
57
59
61
62
64
65
51
55
58
60
62
64
65
66
See page 18 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"
852
1059
1163
1219
1252
1273
773
995
1116
1185
1226
1253
1271
705
934
1069
1149
1199
1231
1254
1269
646
877
1021
1111
1169
1208
1235
1254
1268
821
1017
1112
1162
1191
1209
743
952
1062
1122
1159
1181
1197
675
891
1012
1083
1126
1153
1172
1185
616
834
964
1043
1092
1124
1146
1162
1173
790
973
1059
1103
1129
1144
711
907
1005
1058
1089
1109
1122
644
845
953
1014
1050
1073
1088
1099
586
788
904
971
1011
1038
1055
1068
1077
595
824
975
1074
1139
1184
1215
1238
1255
1267
566
782
918
1004
1059
1095
1121
1139
1152
1162
535
736
857
929
973
1003
1023
1037
1047
1055
550
775
931
1036
1108
1159
1194
1220
1240
1255
521
734
874
965
1025
1066
1095
1115
1130
1142
491
689
812
888
936
968
990
1006
1017
1026
511
730
889
1000
1077
1133
1173
1202
1225
1242
483
690
833
928
993
1037
1069
1092
1109
1122
453
646
771
850
901
935
959
976
988
998
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
690
849
964
1046
1106
1150
1183
1208
1228
653
811
929
1016
1080
1128
1164
1192
1213
619
776
896
986
1053
1105
1144
1174
1198
588
743
864
956
1027
1082
1124
1157
1183
559
712
833
928
1001
1059
1103
1139
1167
534
683
804
900
976
1036
1083
1121
1151
656
776
873
951
1013
1063
1102
1135
630
750
848
927
991
1042
1084
1118
651
794
893
961
1009
1043
1068
1087
1101
614
757
858
930
980
1017
1045
1065
1081
581
723
826
900
953
992
1021
1044
1061
551
691
795
871
926
967
998
1022
1041
524
661
765
843
900
943
976
1001
1021
498
634
738
816
875
919
953
980
1001
608
711
790
850
896
932
959
981
584
686
766
827
874
910
939
962
607
732
813
866
902
928
946
959
969
572
696
778
833
871
897
917
931
942
539
662
745
801
840
868
888
903
914
510
630
713
771
811
839
860
875
887
483
601
684
741
782
811
832
849
861
458
574
656
713
754
784
806
822
835
548
629
687
728
758
780
796
809
524
604
661
702
732
754
771
784
See page 18 for footnotes
38

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8"
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
758
928
1005
1044
1066
1079
679
860
947
993
1019
1035
1045
612
797
892
943
972
991
1003
1012
554
740
839
895
927
948
962
972
978
40 psf
725
882
950
983
1002
1013
646
811
886
925
946
960
968
578
746
827
869
892
907
917
923
520
687
770
815
840
856
866
873
879
50 psf
691
833
893
922
937
947
611
759
824
855
873
883
890
543
691
758
792
810
822
829
834
484
630
697
730
749
761
768
773
777
60 psf
655
784
835
859
872
880
574
705
759
784
798
806
811
505
633
686
712
726
734
739
743
445
567
618
642
655
663
668
672
674
70 psf
619
732
775
795
806
812
536
648
691
711
722
728
732
464
570
611
629
639
645
649
651
402
497
533
550
558
563
566
568
570
80 psf
Span Length (ft-in.)
3'-0"
580
679
714
730
739
743
494
588
621
636
644
648
651
420
502
531
544
551
554
557
558
352
421
443
453
458
461
463
464
465
504
687
790
848
884
906
921
932
939
945
470
633
717
763
789
806
817
824
829
833
433
573
638
672
690
701
709
714
717
720
393
505
552
574
586
593
598
601
603
605
346
428
458
471
478
482
484
486
487
488
290
340
356
362
365
367
368
369
370
370
460
640
744
804
842
865
881
893
901
907
426
585
668
713
740
757
768
776
781
785
389
521
583
615
632
643
650
655
658
661
347
448
489
508
518
524
528
531
533
534
295
361
383
393
398
401
403
404
405
405
227
259
267
271
273
273
274
274
275
275
422
597
701
763
801
826
842
854
863
869
388
540
621
666
693
709
720
728
733
737
350
473
531
560
576
586
592
596
599
602
305
392
427
442
451
456
459
461
462
463
245
294
308
315
318
319
321
321
322
322
160
174
177
178
179
179
179
179
179
179
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
558
661
723
762
787
804
817
825
832
522
623
685
724
750
767
780
789
795
489
588
649
688
714
731
743
752
759
460
555
615
653
678
696
708
717
723
432
525
583
620
644
661
673
682
688
407
496
551
587
611
627
639
647
653
468
522
556
578
594
605
613
619
442
493
525
546
561
571
579
585
499
578
621
647
663
673
681
686
690
462
536
578
602
617
627
634
639
643
427
497
536
558
572
582
588
593
596
395
460
495
516
528
537
543
547
550
364
423
455
473
485
492
497
501
504
335
388
416
432
441
448
452
455
457
353
377
390
398
403
407
410
411
318
338
348
355
359
362
364
365
428
480
506
520
529
535
538
541
543
386
431
453
466
473
477
481
483
484
345
383
401
411
417
420
423
425
426
304
335
349
356
361
363
365
367
368
263
286
296
301
304
306
307
308
309
220
236
242
245
247
248
249
250
250
183
187
188
189
190
190
191
191
129
130
130
131
131
131
131
131
339
365
377
383
387
389
391
392
392
285
303
312
316
318
319
320
321
322
229
240
245
247
249
249
250
250
251
169
175
177
178
178
179
179
179
179
105
106
107
107
107
107
107
108
108
224
232
235
237
238
238
239
239
239
150
153
154
155
155
155
155
155
155
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

39
HILTI X-HSN 24
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
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8"
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"
603
780
915
1015
1091
1147
531
698
833
939
1022
1086
1137
472
630
762
870
957
1027
1083
1128
425
572
700
807
896
970
1031
1080
1122
386
524
645
751
841
917
980
1034
1078
1116
351
482
598
701
790
867
932
988
1036
1077
320
446
557
656
743
820
887
945
995
1038
415
520
615
701
777
845
904
955
1000
388
488
579
663
738
805
865
917
964
362
459
547
628
702
768
828
881
929
339
433
518
596
668
734
793
847
895
319
410
491
567
637
702
761
815
863
301
389
467
540
609
672
731
784
833
370
445
516
583
645
702
755
785
353
425
494
558
619
676
709
709
See page 18 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"
49
50
52
53
54
54
51
53
55
56
57
58
59
52
55
57
58
60
61
62
63
53
56
58
60
62
63
65
66
67
53
56
59
61
63
65
66
68
69
70
52
56
59
61
64
66
67
69
70
71
52
56
59
62
64
66
68
70
71
73
55
58
61
64
66
68
70
72
73
54
58
61
64
66
68
70
72
74
53
57
60
63
66
68
70
72
74
52
56
59
62
65
68
70
72
74
51
55
58
62
64
67
69
71
73
50
54
57
61
64
66
69
71
73
53
56
60
63
65
68
70
72
52
55
59
62
65
67
69
72
See page 18 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"
642
830
973
1080
1160
1220
564
743
886
999
1087
1156
1209
503
670
811
925
1018
1092
1152
1200
452
609
744
859
954
1032
1096
1149
1193
623
808
946
1049
1124
1180
546
721
860
968
1051
1115
1164
484
649
785
895
982
1051
1106
1150
434
588
720
829
919
991
1050
1098
1137
604
785
919
1017
1087
1139
527
699
834
936
1014
1072
1117
465
627
759
863
945
1008
1058
1097
415
567
694
798
882
948
1002
1044
1079
411
557
687
799
894
975
1043
1100
1147
1187
392
537
663
770
860
935
997
1048
1091
1126
373
516
638
740
824
893
948
994
1031
1062
373
513
636
745
840
922
992
1051
1102
1145
356
493
613
718
807
883
947
1001
1046
1084
339
472
589
688
772
841
899
946
985
1018
341
475
592
697
791
873
944
1005
1058
1104
324
455
569
671
759
835
900
955
1003
1043
307
434
545
642
724
794
852
901
942
976
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
442
553
655
746
827
899
961
1016
1064
413
519
616
705
785
856
920
976
1025
386
488
582
668
746
817
881
938
988
361
460
551
634
711
781
844
901
953
339
436
522
603
678
747
810
867
919
320
414
497
575
648
715
777
834
875
393
473
549
620
686
747
785
785
375
452
525
594
659
709
709
709
422
531
629
715
791
856
913
961
1003
393
497
591
675
750
815
872
922
965
367
466
557
639
712
777
835
885
929
344
439
526
606
678
742
799
850
895
322
415
499
576
646
709
766
817
862
304
393
473
548
616
679
735
785
831
373
450
523
589
650
706
756
785
355
429
499
564
624
679
709
709
401
507
600
681
750
809
858
901
936
373
474
563
642
710
769
819
862
898
347
444
530
606
673
731
782
825
862
325
417
500
574
640
697
747
790
828
305
393
472
544
609
665
714
758
795
287
371
448
517
580
635
684
727
765
351
425
492
553
608
656
698
736
333
404
470
529
582
629
671
708
See page 18 for footnotes
40

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8"
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
585
763
891
983
1049
1097
508
677
806
903
975
1028
1069
446
605
732
830
905
963
1008
1043
396
545
667
765
842
903
950
988
1018
40 psf
566
739
863
949
1010
1054
489
654
777
868
934
983
1019
427
582
703
795
864
916
955
986
377
522
639
730
800
854
895
928
953
50 psf
547
716
833
914
970
1010
470
630
747
831
892
935
967
408
559
673
758
820
866
900
926
358
499
609
693
755
802
837
864
885
60 psf
528
691
803
878
929
965
450
606
716
793
847
886
914
388
534
642
718
773
813
842
864
338
474
577
652
706
746
775
797
814
70 psf
508
666
771
840
886
918
430
580
683
753
801
835
859
368
508
608
676
724
757
782
800
318
448
542
607
653
686
709
727
740
80 psf
Span Length (ft-in.)
3'-0"
488
640
738
801
842
870
410
553
649
711
753
781
802
348
481
571
631
671
699
718
733
298
420
503
558
595
621
639
652
662
355
494
612
708
785
847
896
936
968
994
336
472
584
673
742
797
840
873
900
921
316
448
553
634
696
743
779
806
828
845
297
424
521
592
645
684
712
734
751
764
277
397
484
545
588
619
641
657
669
679
256
367
442
492
525
547
563
575
583
589
320
451
563
656
733
795
846
887
920
947
301
428
535
621
690
745
788
822
849
872
282
405
505
583
643
689
724
751
773
790
262
380
471
539
589
626
653
674
690
703
242
352
432
489
528
555
575
590
601
610
220
321
387
429
457
476
489
498
505
511
290
413
520
611
686
748
799
841
875
904
271
391
492
576
643
697
740
774
802
824
252
368
462
536
594
639
673
700
721
738
232
342
427
491
537
572
598
617
632
644
212
313
386
436
471
495
512
525
535
542
190
279
335
369
391
406
416
423
428
432
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
380
482
570
643
705
756
798
833
862
352
449
533
605
665
715
758
793
822
327
419
500
569
628
678
720
755
785
304
392
470
537
595
644
685
720
749
284
368
443
508
564
612
652
687
716
267
347
418
481
535
582
621
655
684
327
396
456
509
554
593
626
654
309
375
433
484
528
565
598
625
359
455
535
600
653
695
729
757
779
330
422
498
561
612
654
687
714
737
305
392
465
525
575
615
647
674
696
283
365
435
493
540
579
610
636
657
263
341
407
463
508
545
575
600
620
245
319
382
435
478
513
541
565
584
335
424
495
550
592
625
651
671
688
307
390
457
509
549
580
605
624
640
281
360
422
471
509
538
561
579
593
258
332
390
436
470
497
518
535
548
309
388
447
489
521
544
562
576
586
280
352
406
444
472
493
509
521
530
HILTI X-HSN 24
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
279
343
387
416
436
451
461
469
475
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

41
1.5PLB20
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
770
1004
1173
1292
1377
1439
679
905
1078
1207
1303
1375
1429
606
821
993
1127
1231
1311
1373
1422
546
748
917
1053
1162
1248
1317
1372
1416
497
687
850
985
1097
1188
1261
1321
1370
1411
455
634
790
924
1036
1130
1208
1272
1325
1369
418
588
738
868
981
1076
1156
1224
1280
1328
547
691
818
929
1025
1107
1177
1236
1287
512
649
772
881
977
1060
1132
1194
1247
481
612
731
838
933
1016
1089
1153
1208
453
578
693
798
891
974
1048
1113
1170
427
548
659
761
853
935
1009
1075
1133
402
520
628
726
817
899
972
1039
1098
496
599
695
783
864
938
1004
1050
473
573
666
752
832
905
947
947
See page 18 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"
68
71
74
76
78
79
70
74
77
80
82
84
85
70
75
79
82
85
87
89
90
70
75
80
83
86
89
91
93
95
69
75
80
84
87
90
93
95
97
99
68
74
79
84
87
91
93
96
98
100
66
73
78
83
87
91
94
96
99
101
71
77
82
86
90
93
96
99
101
70
76
81
85
89
93
96
99
101
68
74
80
84
88
92
95
98
101
66
73
78
83
87
91
95
98
101
65
71
77
81
86
90
93
97
100
63
69
75
80
84
89
92
96
99
68
73
78
83
87
91
95
98
66
72
77
82
86
90
93
97
See page 18 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"
819
1068
1248
1375
1465
1530
723
963
1147
1284
1386
1463
1520
645
873
1056
1199
1309
1394
1461
1512
581
796
975
1120
1236
1328
1401
1459
1506
796
1040
1213
1333
1418
1478
700
935
1112
1243
1338
1408
1461
622
846
1022
1158
1261
1339
1399
1445
559
770
943
1080
1188
1272
1338
1390
1432
773
1012
1177
1291
1369
1425
677
907
1077
1199
1288
1352
1399
599
818
988
1115
1210
1281
1335
1376
536
743
909
1038
1137
1213
1272
1318
1354
528
731
904
1048
1167
1263
1342
1406
1458
1501
506
705
872
1009
1120
1208
1279
1336
1382
1419
483
678
839
968
1070
1150
1212
1262
1301
1333
484
674
841
983
1103
1202
1285
1353
1410
1457
462
649
810
945
1057
1148
1222
1283
1332
1373
439
623
778
905
1008
1090
1155
1208
1250
1285
444
625
785
924
1043
1144
1230
1302
1362
1413
424
600
755
887
999
1092
1168
1232
1285
1328
401
574
723
848
950
1034
1101
1156
1201
1238
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
582
735
870
988
1090
1177
1252
1315
1369
545
690
822
938
1039
1128
1204
1270
1327
511
651
778
891
992
1081
1158
1226
1285
482
615
738
849
948
1037
1115
1184
1245
454
583
701
809
907
995
1074
1143
1205
428
554
668
773
869
956
1034
1105
1168
527
637
739
833
919
997
1050
1050
503
609
708
800
885
947
947
947
558
706
835
945
1039
1117
1183
1238
1285
520
662
787
896
989
1069
1136
1194
1242
487
623
744
851
944
1024
1092
1151
1201
458
588
705
809
901
981
1050
1110
1162
432
556
669
771
861
941
1010
1071
1124
408
527
637
736
825
903
973
1034
1087
501
607
703
790
868
937
998
1050
477
579
673
758
835
904
947
947
532
675
796
898
982
1050
1107
1154
1192
495
632
750
850
933
1003
1060
1108
1148
462
593
707
805
888
958
1017
1065
1107
433
559
669
765
847
916
975
1025
1067
407
527
634
727
808
877
936
986
1028
384
499
602
693
772
840
899
949
992
473
573
661
739
806
864
914
957
449
546
632
707
774
831
881
924
See page 18 for footnotes
42

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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
750
982
1140
1247
1319
1370
654
878
1040
1155
1236
1294
1336
576
790
951
1070
1157
1220
1268
1304
513
715
873
993
1083
1151
1203
1242
1273
40 psf
726
952
1103
1202
1268
1314
630
848
1002
1108
1182
1234
1271
553
760
913
1022
1101
1157
1199
1230
489
686
835
945
1026
1085
1130
1163
1189
50 psf
702
921
1063
1155
1216
1257
606
817
962
1059
1125
1172
1205
529
730
873
972
1042
1091
1127
1153
466
655
794
894
964
1015
1053
1080
1102
60 psf
678
890
1023
1107
1162
1199
582
785
920
1008
1067
1107
1136
505
697
830
919
979
1021
1051
1073
442
623
750
838
898
941
971
994
1011
70 psf
654
857
981
1058
1107
1139
558
752
876
955
1006
1041
1065
480
663
784
862
914
949
973
991
417
588
702
777
827
862
886
903
916
80 psf
Span Length (ft-in.)
3'-0"
629
823
937
1006
1050
1078
532
717
830
899
943
973
993
455
627
734
801
844
873
892
906
391
550
649
711
751
777
796
809
818
460
651
804
924
1016
1086
1141
1183
1217
1243
437
622
766
875
957
1018
1064
1100
1127
1149
413
591
725
823
893
945
983
1011
1033
1050
389
559
680
765
824
865
895
918
934
947
364
523
630
700
747
779
802
818
830
840
338
482
572
628
663
686
702
713
722
728
416
595
743
861
954
1026
1082
1127
1162
1190
393
567
706
813
894
956
1003
1040
1068
1091
369
536
664
759
828
879
917
946
968
985
345
503
618
698
754
794
823
844
861
873
320
466
564
629
672
701
721
736
747
755
293
422
501
549
578
598
611
620
626
631
379
547
689
805
897
970
1027
1073
1110
1140
356
519
652
756
836
898
946
982
1011
1034
332
489
610
701
768
818
855
883
905
922
308
455
562
637
690
727
754
774
789
801
282
416
504
562
600
625
643
655
665
672
254
368
434
472
495
510
520
527
532
536
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
506
641
754
844
917
976
1023
1060
1091
469
599
707
797
869
927
975
1013
1045
436
561
666
753
824
882
929
968
1000
407
526
628
712
782
840
887
926
957
381
495
593
675
744
800
847
885
917
358
467
561
641
707
763
809
846
878
441
532
609
674
728
773
810
841
418
505
579
642
695
738
775
805
478
604
705
783
844
891
928
957
981
441
562
659
735
794
841
877
906
929
408
523
616
690
748
793
828
857
879
379
489
578
648
704
748
782
810
832
353
458
542
610
663
705
738
764
786
330
429
509
574
624
664
696
721
741
403
479
540
588
625
655
679
698
378
451
508
553
588
616
638
655
447
562
648
713
760
796
823
844
860
410
518
600
661
706
740
766
786
801
377
479
556
613
655
687
711
729
744
347
443
514
567
606
635
657
674
687
320
409
475
524
559
585
605
620
632
296
378
438
482
513
536
554
567
577
412
511
581
629
663
688
706
720
730
374
465
528
571
602
624
639
651
660
339
422
478
516
542
560
574
584
592
307
380
429
461
483
498
509
517
523
276
340
380
406
423
435
443
449
454
370
448
498
530
551
566
576
584
589
328
395
436
461
478
489
497
503
507
287
341
373
392
404
412
417
421
424
246
286
308
320
328
333
336
338
340
315
367
395
412
422
429
433
437
439
262
298
316
326
332
336
339
341
342
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

43
1.5PLB20
Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
770
1004
1173
1292
1377
1439
679
905
1078
1207
1303
1375
1429
606
821
993
1127
1231
1311
1373
1422
546
748
917
1053
1162
1248
1317
1372
1416
497
687
850
985
1097
1188
1261
1321
1370
1411
455
634
790
924
1036
1130
1208
1272
1325
1369
418
588
738
868
981
1076
1156
1224
1280
1328
547
691
818
929
1025
1107
1177
1236
1287
512
649
772
881
977
1060
1132
1194
1247
481
612
731
838
933
1016
1089
1153
1208
453
578
693
798
891
974
1048
1113
1170
427
548
659
761
853
935
1009
1075
1133
402
520
628
726
817
899
972
1039
1098
496
599
695
783
864
938
1004
1050
473
573
666
752
832
905
947
947
See page 18 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"
68
71
74
76
78
79
70
74
77
80
82
84
85
70
75
79
82
85
87
89
90
70
75
80
83
86
89
91
93
95
69
75
80
84
87
90
93
95
97
99
68
74
79
84
87
91
93
96
98
100
66
73
78
83
87
91
94
96
99
101
71
77
82
86
90
93
96
99
101
70
76
81
85
89
93
96
99
101
68
74
80
84
88
92
95
98
101
66
73
78
83
87
91
95
98
101
65
71
77
81
86
90
93
97
100
63
69
75
80
84
89
92
96
99
68
73
78
83
87
91
95
98
66
72
77
82
86
90
93
97
See page 18 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"
819
1068
1248
1375
1465
1530
723
963
1147
1284
1386
1463
1520
645
873
1056
1199
1309
1394
1461
1512
581
796
975
1120
1236
1328
1401
1459
1506
800
1045
1219
1340
1426
1487
704
940
1118
1250
1346
1417
1471
626
851
1028
1165
1269
1349
1410
1457
562
774
948
1087
1196
1282
1349
1402
1444
781
1021
1189
1305
1386
1443
685
917
1089
1214
1305
1371
1420
607
828
1000
1130
1227
1301
1357
1400
544
752
920
1053
1155
1234
1295
1343
1381
528
731
904
1048
1167
1263
1342
1406
1458
1501
510
709
878
1016
1128
1218
1290
1348
1395
1433
491
687
851
982
1087
1170
1235
1287
1329
1363
484
674
841
983
1103
1202
1285
1353
1410
1457
465
653
815
952
1065
1158
1233
1295
1346
1388
447
632
789
919
1025
1110
1179
1234
1279
1315
444
625
785
924
1043
1144
1230
1302
1362
1413
427
604
760
894
1007
1101
1179
1244
1298
1343
409
583
734
862
967
1054
1125
1183
1230
1269
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
582
735
870
988
1090
1177
1252
1315
1369
545
690
822
938
1039
1128
1204
1270
1327
511
651
778
891
992
1081
1158
1226
1285
482
615
738
849
948
1037
1115
1184
1245
454
583
701
809
907
995
1074
1143
1205
428
554
668
773
869
956
1034
1105
1168
527
637
739
833
919
997
1050
1050
503
609
708
800
885
947
947
947
562
711
841
953
1048
1128
1195
1252
1300
525
667
793
903
998
1079
1148
1207
1257
491
628
750
858
952
1034
1104
1164
1216
462
593
711
816
909
991
1062
1123
1176
436
561
675
778
870
951
1022
1084
1138
412
532
642
742
833
913
984
1047
1102
506
612
710
798
877
948
1011
1050
482
585
679
766
844
914
947
947
541
686
810
914
1002
1074
1134
1183
1224
504
642
763
866
953
1026
1087
1138
1181
471
604
720
822
908
981
1043
1096
1140
442
569
682
781
866
939
1002
1055
1100
416
537
646
743
827
900
963
1016
1062
392
509
614
708
791
863
926
980
1026
483
585
676
757
828
891
945
992
459
558
647
726
796
858
912
947
See page 18 for footnotes
44

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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
762
997
1159
1269
1345
1398
665
893
1059
1178
1262
1323
1369
588
804
970
1093
1184
1252
1302
1341
524
729
891
1016
1111
1183
1239
1281
1315
40 psf
742
973
1128
1232
1303
1352
646
869
1028
1140
1218
1275
1316
569
781
939
1055
1139
1200
1246
1281
505
706
861
978
1065
1130
1180
1217
1247
50 psf
723
948
1097
1195
1260
1306
626
844
996
1101
1173
1224
1261
549
756
907
1015
1092
1147
1188
1218
486
681
829
938
1017
1075
1118
1151
1176
60 psf
703
922
1064
1156
1217
1258
607
818
963
1060
1126
1173
1206
529
730
873
973
1043
1092
1128
1154
466
656
795
894
965
1017
1054
1082
1103
70 psf
683
896
1031
1116
1172
1210
587
791
928
1018
1078
1120
1149
509
704
838
929
991
1035
1066
1088
446
629
759
849
911
955
987
1010
1028
80 psf
Span Length (ft-in.)
3'-0"
663
869
996
1075
1127
1161
566
764
892
974
1028
1065
1091
489
676
800
883
937
975
1002
1021
426
600
720
800
853
890
917
936
950
472
665
822
947
1044
1119
1178
1224
1260
1289
453
642
792
909
997
1065
1117
1157
1188
1213
433
617
760
868
948
1007
1052
1087
1113
1134
414
592
726
824
895
946
984
1013
1035
1052
394
565
689
776
837
881
912
935
953
967
373
536
648
724
775
811
836
854
868
878
428
609
761
884
982
1059
1120
1169
1208
1239
409
586
731
846
935
1004
1058
1099
1132
1159
389
562
700
805
885
945
990
1026
1053
1075
370
537
665
760
829
881
919
947
969
987
350
510
627
710
769
811
841
864
881
894
329
480
584
655
702
735
759
775
788
798
390
561
707
827
925
1003
1066
1116
1157
1190
371
539
678
790
878
947
1002
1045
1079
1107
352
515
646
748
827
886
932
968
996
1018
332
489
611
702
769
819
857
885
907
924
312
461
572
650
705
745
774
795
811
824
291
430
526
590
633
663
684
699
710
719
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
519
659
776
872
951
1015
1067
1109
1144
482
616
730
825
903
967
1020
1063
1099
450
578
688
781
858
922
975
1019
1056
421
543
649
740
817
880
934
978
1015
395
512
615
703
778
841
894
939
976
371
484
583
669
742
804
857
901
939
458
554
637
709
770
822
866
903
434
527
608
678
738
789
832
869
497
630
739
826
895
950
993
1028
1057
460
587
693
778
846
901
945
980
1009
428
549
651
734
801
855
899
934
963
399
515
613
693
759
812
855
890
919
373
484
578
656
720
772
814
849
877
349
456
546
621
683
734
775
809
837
430
517
589
649
698
738
771
798
406
489
559
617
664
703
735
761
473
598
697
773
832
878
913
941
963
436
556
650
724
782
826
861
889
910
404
517
608
679
735
778
812
838
860
375
483
569
637
690
732
765
790
811
349
451
533
598
649
688
719
744
764
325
422
500
562
610
647
676
699
718
447
563
650
714
762
798
825
846
863
410
519
601
662
708
742
768
788
804
378
480
557
614
657
689
713
732
746
348
444
516
569
608
637
660
677
690
321
410
477
525
561
588
608
623
635
419
522
594
646
683
709
729
744
755
381
476
543
590
623
647
664
678
688
347
434
494
536
565
586
601
613
621
315
394
447
483
508
526
538
548
555
386
473
530
567
593
611
624
633
641
346
422
471
503
524
539
550
557
563
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

45
1.5PLB19
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
926
1213
1410
1545
1639
1704
819
1098
1303
1452
1559
1637
1695
732
998
1206
1363
1480
1569
1636
1688
661
913
1118
1279
1404
1501
1576
1635
1682
601
840
1039
1201
1331
1435
1517
1582
1635
1678
551
776
969
1130
1263
1371
1458
1529
1587
1634
508
720
906
1065
1199
1309
1401
1476
1539
1591
672
851
1006
1139
1251
1346
1425
1491
1547
629
800
952
1084
1197
1293
1375
1444
1503
591
755
902
1032
1145
1243
1327
1399
1461
557
715
857
985
1097
1195
1281
1355
1419
527
678
816
941
1052
1150
1236
1312
1378
500
644
778
900
1009
1107
1194
1271
1338
614
743
862
970
1067
1154
1231
1300
586
711
827
933
1029
1115
1193
1195
See page 18 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
94
98
102
104
107
89
96
102
106
109
112
114
89
97
103
108
112
115
118
120
87
96
103
109
113
117
121
123
126
86
95
103
109
114
118
122
125
128
130
83
93
101
108
114
118
122
126
129
132
81
91
100
107
113
118
122
126
130
133
89
98
105
111
117
122
126
130
133
87
96
103
110
116
121
125
129
133
84
93
101
108
114
119
124
128
132
82
91
99
106
112
118
123
127
131
80
89
97
104
110
116
121
126
130
77
87
95
102
108
114
119
124
128
84
93
100
106
112
118
122
127
82
91
98
104
110
116
121
125
See page 18 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"
985
1290
1500
1644
1743
1813
871
1168
1386
1545
1659
1742
1803
779
1062
1283
1450
1575
1669
1741
1796
703
971
1189
1361
1494
1597
1677
1740
1790
958
1256
1457
1593
1685
1749
844
1134
1344
1493
1598
1675
1730
752
1029
1241
1398
1514
1600
1664
1714
676
940
1149
1310
1433
1527
1599
1654
1698
931
1221
1413
1540
1626
1685
817
1100
1300
1439
1536
1605
1656
725
996
1198
1344
1451
1528
1585
1629
649
907
1106
1257
1369
1453
1517
1565
1603
640
893
1105
1278
1416
1526
1613
1683
1739
1785
613
862
1066
1229
1357
1456
1534
1596
1645
1684
586
830
1025
1177
1293
1382
1450
1504
1545
1578
586
825
1031
1203
1343
1458
1551
1626
1688
1739
560
795
993
1155
1285
1389
1472
1538
1591
1635
533
763
953
1104
1222
1315
1387
1444
1489
1525
541
766
964
1133
1275
1393
1490
1571
1637
1692
515
737
928
1087
1219
1325
1412
1482
1539
1586
488
705
888
1037
1156
1251
1326
1386
1434
1473
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
715
905
1070
1212
1331
1432
1516
1586
1646
669
851
1013
1153
1273
1376
1463
1537
1599
629
804
960
1098
1218
1322
1412
1488
1554
593
760
912
1047
1167
1271
1362
1441
1509
561
721
868
1001
1119
1223
1315
1396
1466
532
686
828
957
1074
1178
1270
1352
1424
653
791
917
1032
1135
1227
1310
1324
624
757
880
992
1094
1186
1195
1195
685
869
1026
1157
1265
1354
1428
1488
1538
640
817
969
1099
1209
1300
1376
1439
1492
600
769
918
1046
1156
1248
1326
1391
1446
565
727
871
997
1106
1199
1278
1345
1402
533
688
828
952
1060
1153
1233
1301
1360
504
653
789
910
1016
1109
1189
1259
1319
622
753
871
976
1068
1148
1218
1279
592
720
835
938
1029
1109
1180
1195
655
831
977
1096
1192
1269
1331
1381
1422
610
779
922
1039
1136
1214
1278
1331
1374
570
733
871
988
1084
1163
1228
1282
1326
535
691
825
940
1035
1115
1181
1236
1281
503
653
783
895
990
1069
1136
1191
1238
475
618
745
854
948
1027
1093
1149
1196
587
710
816
908
986
1052
1109
1156
558
677
781
871
948
1014
1070
1118
See page 18 for footnotes
46

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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
903
1185
1368
1486
1565
1618
790
1064
1254
1383
1472
1534
1579
698
961
1152
1288
1384
1453
1504
1541
622
872
1062
1200
1302
1376
1431
1473
1505
40 psf
875
1148
1321
1431
1502
1551
762
1028
1207
1325
1406
1461
1500
670
925
1105
1228
1314
1375
1419
1451
595
837
1014
1140
1229
1294
1341
1376
1402
50 psf
847
1110
1273
1374
1439
1482
734
990
1157
1265
1337
1385
1419
642
887
1054
1166
1241
1294
1331
1358
567
799
963
1075
1153
1207
1246
1275
1297
60 psf
818
1071
1223
1315
1373
1412
705
950
1105
1202
1265
1307
1337
613
847
1000
1099
1164
1209
1240
1262
538
758
907
1005
1071
1115
1147
1170
1187
70 psf
789
1031
1171
1254
1306
1340
676
909
1050
1136
1191
1227
1252
584
804
942
1028
1083
1120
1145
1163
508
715
847
929
983
1019
1043
1061
1074
80 psf
Span Length (ft-in.)
3'-0"
759
989
1117
1192
1237
1267
645
865
992
1068
1114
1144
1165
553
759
881
953
998
1028
1048
1062
477
667
780
847
889
916
935
948
957
559
796
981
1120
1225
1303
1361
1406
1441
1469
532
761
933
1059
1151
1217
1267
1304
1332
1354
504
723
882
993
1071
1126
1166
1195
1218
1235
475
682
824
919
983
1027
1059
1081
1098
1111
445
637
760
838
888
922
945
962
974
983
414
586
688
748
785
809
825
836
844
850
507
730
909
1048
1153
1234
1295
1343
1380
1409
479
695
862
986
1078
1146
1196
1235
1264
1287
451
657
809
918
995
1049
1089
1119
1142
1159
422
616
750
841
902
944
974
996
1012
1025
392
569
682
753
799
829
850
865
876
884
359
514
602
653
684
704
717
726
733
737
462
673
846
982
1088
1169
1233
1282
1321
1352
434
638
798
920
1011
1079
1130
1169
1199
1223
406
600
745
849
924
978
1017
1046
1068
1086
377
558
683
768
825
865
893
913
928
940
346
508
610
673
713
739
757
770
779
786
312
446
520
561
585
600
609
616
621
625
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
623
789
922
1027
1109
1174
1224
1265
1297
578
738
867
971
1053
1118
1169
1210
1244
539
692
818
919
1001
1065
1117
1159
1193
504
650
772
872
952
1016
1068
1109
1143
472
613
731
827
906
969
1021
1062
1096
444
578
692
786
863
925
976
1017
1051
547
657
748
823
884
934
974
1007
518
624
713
785
845
893
933
966
588
742
860
949
1016
1067
1106
1137
1161
544
690
804
891
957
1008
1047
1077
1101
504
644
754
838
902
952
990
1019
1043
469
603
708
788
850
898
935
964
987
438
565
665
742
802
847
883
911
933
409
530
625
699
755
799
832
859
880
497
588
658
711
752
784
808
828
468
553
618
669
707
736
759
778
550
687
787
858
910
948
976
998
1014
505
635
729
797
846
882
909
929
945
465
587
675
739
785
818
843
862
877
429
543
625
684
726
757
779
797
810
396
502
578
631
669
697
717
732
744
366
463
532
580
614
638
656
669
679
427
488
530
559
579
594
605
614
391
444
479
504
521
533
542
549
506
622
700
753
789
814
833
847
857
459
566
636
683
715
738
754
766
775
417
513
575
616
643
662
676
686
694
377
462
515
549
572
587
599
607
613
339
412
455
483
500
512
521
527
531
302
361
394
415
427
436
442
446
449
452
542
595
629
651
666
676
684
689
400
476
520
546
563
574
582
588
592
350
410
443
463
475
483
488
492
495
298
342
364
376
384
389
392
395
396
241
268
280
287
290
293
294
296
296
382
438
468
485
495
502
506
510
512
315
354
372
382
388
392
395
397
398
242
262
271
276
279
280
281
282
283
154
161
163
164
165
165
166
166
166
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

47
HILTI X-HSN 24
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
Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
926
1213
1410
1545
1639
1704
819
1098
1303
1452
1559
1637
1695
732
998
1206
1363
1480
1569
1636
1688
661
913
1118
1279
1404
1501
1576
1635
1682
601
840
1039
1201
1331
1435
1517
1582
1635
1678
551
776
969
1130
1263
1371
1458
1529
1587
1634
508
720
906
1065
1199
1309
1401
1476
1539
1591
672
851
1006
1139
1251
1346
1425
1491
1547
629
800
952
1084
1197
1293
1375
1444
1503
591
755
902
1032
1145
1243
1327
1399
1461
557
715
857
985
1097
1195
1281
1355
1419
527
678
816
941
1052
1150
1236
1312
1378
500
644
778
900
1009
1107
1194
1271
1338
614
743
862
970
1067
1154
1231
1300
586
711
827
933
1029
1115
1193
1195
See page 18 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
94
98
102
104
107
89
96
102
106
109
112
114
89
97
103
108
112
115
118
120
87
96
103
109
113
117
121
123
126
86
95
103
109
114
118
122
125
128
130
83
93
101
108
114
118
122
126
129
132
81
91
100
107
113
118
122
126
130
133
89
98
105
111
117
122
126
130
133
87
96
103
110
116
121
125
129
133
84
93
101
108
114
119
124
128
132
82
91
99
106
112
118
123
127
131
80
89
97
104
110
116
121
126
130
77
87
95
102
108
114
119
124
128
84
93
100
106
112
118
122
127
82
91
98
104
110
116
121
125
See page 18 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"
985
1290
1500
1644
1743
1813
871
1168
1386
1545
1659
1742
1803
779
1062
1283
1450
1575
1669
1741
1796
703
971
1189
1361
1494
1597
1677
1740
1790
966
1266
1470
1608
1702
1768
852
1144
1356
1508
1616
1694
1752
760
1039
1253
1413
1532
1620
1687
1738
684
949
1161
1325
1451
1547
1622
1679
1725
947
1241
1439
1571
1660
1722
833
1120
1326
1470
1572
1646
1699
741
1015
1223
1376
1488
1570
1631
1678
665
926
1131
1288
1407
1496
1565
1617
1658
640
893
1105
1278
1416
1526
1613
1683
1739
1785
621
871
1078
1244
1374
1477
1558
1621
1672
1713
602
849
1049
1208
1330
1426
1500
1557
1603
1640
586
825
1031
1203
1343
1458
1551
1626
1688
1739
568
804
1004
1169
1302
1410
1495
1564
1620
1665
549
782
976
1134
1259
1358
1437
1499
1549
1589
541
766
964
1133
1275
1393
1490
1571
1637
1692
522
745
938
1101
1235
1345
1435
1508
1568
1618
504
724
911
1067
1193
1295
1377
1442
1496
1539
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
715
905
1070
1212
1331
1432
1516
1586
1646
669
851
1013
1153
1273
1376
1463
1537
1599
629
804
960
1098
1218
1322
1412
1488
1554
593
760
912
1047
1167
1271
1362
1441
1509
561
721
868
1001
1119
1223
1315
1396
1466
532
686
828
957
1074
1178
1270
1352
1424
653
791
917
1032
1135
1227
1310
1324
624
757
880
992
1094
1186
1195
1195
694
880
1039
1173
1285
1377
1454
1518
1570
649
827
982
1115
1228
1323
1402
1468
1524
609
780
931
1062
1174
1270
1352
1420
1479
573
737
883
1012
1124
1221
1304
1374
1435
541
698
840
967
1078
1174
1258
1330
1392
512
663
801
924
1034
1130
1214
1287
1351
631
764
885
993
1088
1173
1246
1311
602
731
848
954
1049
1133
1195
1195
673
853
1006
1132
1235
1319
1388
1444
1491
628
801
950
1075
1179
1265
1336
1395
1443
588
754
899
1022
1126
1213
1286
1347
1397
552
712
853
974
1077
1165
1239
1301
1353
520
674
810
929
1032
1119
1194
1257
1310
492
639
771
888
989
1076
1151
1215
1269
607
735
849
949
1035
1110
1175
1230
578
702
813
911
997
1072
1136
1192
See page 18 for footnotes
48

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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
927
1216
1407
1533
1618
1676
814
1095
1294
1432
1528
1596
1646
721
991
1192
1337
1442
1518
1575
1617
646
902
1101
1250
1360
1443
1506
1553
1590
40 psf
908
1191
1375
1495
1574
1629
794
1070
1262
1392
1482
1545
1591
702
967
1160
1297
1395
1465
1516
1555
627
878
1069
1209
1312
1388
1444
1487
1520
50 psf
888
1165
1342
1456
1530
1581
774
1044
1228
1351
1435
1494
1535
682
941
1126
1255
1346
1410
1457
1491
607
853
1035
1167
1262
1331
1381
1419
1448
60 psf
868
1138
1308
1416
1486
1533
754
1018
1194
1310
1387
1441
1479
663
915
1091
1212
1295
1354
1395
1426
587
827
1000
1123
1209
1271
1316
1349
1374
70 psf
848
1111
1274
1375
1440
1483
734
991
1158
1266
1338
1387
1421
643
888
1055
1167
1243
1295
1333
1360
567
800
964
1076
1154
1209
1248
1277
1299
80 psf
Span Length (ft-in.)
3'-0"
827
1084
1239
1333
1394
1434
714
963
1121
1222
1288
1332
1363
622
860
1017
1120
1189
1235
1268
1292
547
771
925
1027
1097
1144
1178
1203
1221
583
825
1019
1170
1284
1372
1439
1491
1532
1564
564
802
988
1130
1236
1315
1376
1422
1458
1486
544
777
955
1087
1184
1256
1309
1350
1381
1405
525
751
920
1042
1130
1193
1240
1275
1302
1323
505
724
883
994
1072
1128
1168
1198
1220
1238
484
695
843
943
1011
1059
1093
1117
1136
1150
530
759
947
1097
1213
1304
1375
1431
1475
1510
511
736
916
1057
1165
1247
1310
1359
1397
1428
491
711
884
1014
1112
1186
1241
1284
1316
1342
472
685
849
969
1056
1121
1169
1205
1232
1254
452
658
811
919
996
1052
1092
1122
1144
1162
432
629
769
866
932
978
1011
1035
1053
1067
485
701
883
1030
1148
1241
1314
1373
1419
1457
466
678
852
991
1099
1183
1248
1299
1339
1371
446
654
820
948
1046
1120
1177
1220
1254
1281
427
628
785
902
989
1053
1101
1137
1165
1187
407
601
746
851
926
980
1019
1049
1071
1089
386
571
704
795
857
901
933
956
973
986
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
651
825
970
1087
1181
1257
1317
1366
1406
606
774
915
1031
1125
1202
1265
1315
1357
566
727
865
979
1073
1151
1214
1266
1309
531
686
819
931
1025
1103
1167
1220
1264
499
648
777
887
980
1057
1121
1175
1220
471
613
738
846
937
1014
1079
1133
1178
582
703
808
898
974
1038
1092
1138
553
671
773
861
936
1000
1054
1099
628
795
931
1038
1123
1189
1242
1283
1317
583
744
876
982
1067
1134
1187
1230
1265
544
698
827
931
1014
1082
1135
1179
1214
509
657
781
883
966
1032
1086
1130
1166
477
619
739
839
920
986
1040
1084
1120
449
585
701
798
878
943
996
1039
1075
554
666
760
838
901
954
997
1032
525
633
724
800
863
914
956
991
604
763
888
985
1059
1116
1160
1195
1222
559
712
834
928
1002
1058
1103
1138
1166
520
666
784
876
948
1004
1048
1083
1111
485
625
738
828
898
953
997
1031
1059
453
587
696
783
851
905
947
981
1008
425
553
657
741
807
859
900
933
959
521
621
701
765
815
855
886
912
492
588
664
725
773
811
841
866
578
728
841
926
989
1037
1073
1101
1123
534
677
786
868
929
976
1011
1039
1060
494
630
735
813
873
918
952
979
1000
459
588
688
763
820
863
896
921
942
427
550
644
715
769
810
841
866
885
399
514
603
670
721
759
789
811
829
551
688
788
860
912
951
979
1001
1018
506
636
731
799
848
885
912
932
948
466
588
677
741
787
821
847
866
881
430
544
627
686
729
760
783
801
814
397
504
580
634
672
700
721
737
749
520
644
729
787
828
857
879
895
907
475
589
667
721
758
784
804
818
829
433
538
609
657
690
713
730
743
752
395
490
553
595
623
643
657
668
676
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

49
HILTI X-HSN 24
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
Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
1071
1403
1627
1775
1876
1946
948
1274
1509
1675
1791
1875
1937
848
1162
1401
1577
1707
1803
1875
1930
766
1065
1302
1485
1624
1730
1812
1875
1924
698
981
1213
1399
1545
1659
1748
1818
1874
1920
640
907
1133
1319
1469
1589
1685
1762
1824
1874
591
843
1062
1246
1398
1522
1623
1705
1773
1828
787
998
1178
1331
1458
1563
1650
1722
1782
738
940
1117
1268
1397
1505
1595
1672
1735
693
888
1060
1210
1339
1449
1543
1622
1689
654
841
1008
1156
1285
1396
1492
1574
1644
619
798
961
1106
1234
1346
1443
1527
1600
587
759
917
1059
1186
1297
1396
1481
1556
724
877
1016
1140
1252
1351
1437
1514
691
839
975
1098
1209
1307
1395
1447
See page 18 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"
108
117
124
129
132
135
108
119
127
133
137
141
144
107
119
128
135
140
145
149
152
105
118
127
135
142
147
151
155
158
102
115
126
135
142
148
152
157
160
164
99
113
124
133
141
147
153
157
161
165
95
110
122
132
140
146
152
157
162
166
107
119
129
138
145
151
157
161
166
104
116
127
136
143
150
156
161
165
101
114
124
133
141
148
154
159
164
98
111
122
131
139
146
152
158
163
95
108
119
128
137
144
150
156
161
92
105
116
126
134
142
148
154
160
102
113
123
132
139
146
152
158
100
111
120
129
137
144
150
156
See page 18 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"
1139
1493
1731
1889
1996
2070
1009
1356
1605
1781
1906
1995
2060
903
1236
1490
1678
1816
1918
1995
2053
815
1133
1385
1580
1728
1841
1927
1994
2047
1108
1453
1680
1829
1928
1996
978
1317
1555
1720
1835
1917
1976
872
1198
1441
1617
1744
1837
1905
1957
785
1096
1337
1520
1656
1758
1835
1894
1940
1077
1412
1628
1767
1859
1921
947
1276
1503
1657
1762
1836
1889
841
1159
1390
1553
1669
1752
1813
1858
754
1057
1287
1456
1580
1671
1739
1790
1829
742
1043
1291
1488
1643
1764
1860
1934
1994
2042
712
1007
1244
1430
1572
1681
1766
1831
1883
1924
682
969
1195
1367
1496
1593
1666
1723
1767
1801
681
965
1206
1403
1563
1690
1792
1874
1940
1994
651
930
1161
1346
1493
1608
1698
1769
1826
1872
621
893
1113
1285
1417
1519
1597
1657
1705
1743
628
897
1130
1325
1487
1619
1726
1814
1886
1945
599
863
1086
1270
1419
1537
1632
1708
1770
1820
569
826
1040
1210
1344
1448
1530
1594
1645
1686
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
837
1061
1254
1416
1551
1663
1755
1832
1896
785
1000
1188
1349
1486
1601
1697
1778
1846
738
945
1128
1287
1425
1542
1641
1726
1797
696
894
1073
1230
1367
1485
1587
1674
1749
658
849
1022
1176
1312
1431
1535
1624
1702
624
808
975
1127
1261
1380
1485
1576
1656
770
932
1080
1213
1332
1437
1529
1603
735
893
1037
1168
1286
1391
1447
1447
803
1019
1200
1349
1471
1569
1649
1715
1768
751
959
1136
1285
1408
1509
1592
1661
1718
705
905
1078
1225
1348
1452
1537
1609
1668
663
855
1024
1169
1293
1397
1485
1558
1620
626
811
975
1117
1240
1345
1434
1510
1574
592
770
929
1069
1191
1296
1386
1463
1528
733
887
1025
1145
1250
1340
1418
1485
699
849
983
1102
1206
1296
1375
1443
768
974
1141
1276
1382
1467
1534
1587
1631
716
914
1079
1212
1320
1406
1476
1532
1577
670
861
1021
1154
1261
1349
1420
1478
1525
629
812
969
1099
1207
1295
1367
1426
1475
592
769
921
1049
1155
1244
1317
1377
1427
559
729
876
1002
1107
1195
1269
1330
1380
692
835
958
1062
1150
1223
1284
1336
659
797
918
1020
1107
1180
1241
1293
See page 18 for footnotes
50

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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
1045
1371
1575
1704
1788
1844
916
1235
1449
1591
1687
1753
1800
810
1118
1336
1486
1590
1664
1717
1757
724
1017
1234
1389
1499
1579
1638
1681
1715
40 psf
1013
1327
1520
1639
1715
1766
884
1192
1393
1523
1609
1667
1708
779
1075
1279
1416
1508
1573
1618
1652
692
975
1177
1317
1414
1483
1532
1569
1596
50 psf
981
1283
1463
1572
1641
1686
851
1147
1334
1452
1528
1579
1615
746
1031
1219
1341
1422
1477
1516
1544
660
931
1116
1240
1323
1381
1422
1452
1474
60 psf
948
1237
1405
1504
1565
1605
818
1101
1273
1378
1445
1489
1519
713
984
1155
1263
1332
1379
1411
1434
627
883
1050
1157
1227
1274
1307
1330
1348
70 psf
914
1190
1344
1433
1487
1522
784
1052
1208
1301
1359
1396
1422
679
933
1087
1179
1238
1276
1302
1320
593
831
978
1067
1124
1161
1187
1205
1218
80 psf
Span Length (ft-in.)
3'-0"
879
1140
1281
1360
1408
1438
749
1000
1140
1221
1269
1301
1322
644
879
1014
1091
1139
1169
1190
1204
557
774
899
971
1015
1043
1062
1075
1084
651
930
1143
1300
1414
1498
1561
1609
1645
1673
620
889
1086
1226
1326
1398
1450
1489
1518
1541
588
844
1024
1147
1231
1290
1332
1363
1386
1403
555
795
955
1059
1128
1174
1207
1230
1248
1261
520
742
879
963
1016
1051
1075
1092
1105
1114
483
681
793
857
896
920
937
948
956
962
590
854
1061
1218
1335
1422
1488
1538
1577
1608
559
813
1005
1144
1244
1317
1371
1412
1442
1466
527
769
942
1062
1145
1204
1246
1277
1300
1318
494
719
871
970
1035
1080
1111
1134
1150
1163
459
663
789
866
914
946
967
982
993
1002
420
597
693
748
780
800
814
823
829
834
538
788
989
1143
1261
1350
1419
1471
1512
1545
507
747
932
1069
1169
1242
1297
1338
1370
1394
475
703
868
984
1065
1122
1164
1194
1217
1235
442
652
794
886
948
990
1019
1040
1055
1067
406
592
705
773
815
843
861
874
884
891
365
518
598
641
666
681
691
698
703
707
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
730
923
1075
1193
1283
1353
1407
1449
1483
679
865
1013
1129
1220
1290
1345
1389
1424
633
812
956
1071
1161
1231
1287
1331
1367
593
764
904
1016
1105
1175
1231
1276
1312
556
721
856
966
1053
1123
1178
1223
1259
523
681
812
919
1004
1073
1127
1172
1207
645
771
875
958
1025
1079
1123
1158
611
733
834
915
980
1033
1076
1110
690
867
1000
1098
1171
1226
1267
1299
1324
638
808
937
1033
1105
1159
1200
1232
1257
593
755
879
972
1042
1095
1135
1167
1191
552
707
826
915
983
1034
1073
1104
1128
515
662
776
862
927
976
1014
1043
1066
482
622
730
812
873
920
956
984
1005
584
687
764
822
866
900
926
946
549
646
719
773
814
845
870
888
644
801
912
990
1045
1085
1115
1137
1154
593
741
846
920
972
1010
1038
1059
1075
546
685
784
853
902
937
963
983
998
504
634
726
789
834
867
890
908
922
466
586
670
728
769
798
819
835
847
430
541
617
668
704
730
748
762
772
498
565
610
640
662
677
689
698
455
513
551
577
594
607
616
623
592
723
808
865
903
929
948
962
973
538
657
734
784
818
841
858
870
879
488
595
663
706
735
755
769
779
787
441
535
593
629
653
669
680
688
694
396
476
523
552
570
582
591
597
602
352
416
452
473
486
495
501
505
508
353
378
391
400
405
409
412
413
284
298
306
310
313
315
316
317
527
626
684
719
741
757
767
775
780
466
549
596
623
641
652
660
666
670
406
472
507
527
539
547
553
557
560
345
392
415
428
436
440
444
446
448
277
305
318
325
329
331
333
334
335
198
210
214
217
218
219
219
220
220
442
503
534
551
562
568
573
576
579
364
404
424
434
440
444
446
448
450
277
299
308
312
315
317
318
319
319
176
182
184
185
186
186
187
187
187
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

51
HILTI X-HSN 24
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
Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4"
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"
1071
1403
1627
1775
1876
1946
948
1274
1509
1675
1791
1875
1937
848
1162
1401
1577
1707
1803
1875
1930
766
1065
1302
1485
1624
1730
1812
1875
1924
698
981
1213
1399
1545
1659
1748
1818
1874
1920
640
907
1133
1319
1469
1589
1685
1762
1824
1874
591
843
1062
1246
1398
1522
1623
1705
1773
1828
787
998
1178
1331
1458
1563
1650
1722
1782
738
940
1117
1268
1397
1505
1595
1672
1735
693
888
1060
1210
1339
1449
1543
1622
1689
654
841
1008
1156
1285
1396
1492
1574
1644
619
798
961
1106
1234
1346
1443
1527
1600
587
759
917
1059
1186
1297
1396
1481
1556
724
877
1016
1140
1252
1351
1437
1514
691
839
975
1098
1209
1307
1395
1447
See page 18 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"
108
117
124
129
132
135
108
119
127
133
137
141
144
107
119
128
135
140
145
149
152
105
118
127
135
142
147
151
155
158
102
115
126
135
142
148
152
157
160
164
99
113
124
133
141
147
153
157
161
165
95
110
122
132
140
146
152
157
162
166
107
119
129
138
145
151
157
161
166
104
116
127
136
143
150
156
161
165
101
114
124
133
141
148
154
159
164
98
111
122
131
139
146
152
158
163
95
108
119
128
137
144
150
156
161
92
105
116
126
134
142
148
154
160
102
113
123
132
139
146
152
158
100
111
120
129
137
144
150
156
See page 18 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"
1139
1493
1731
1889
1996
2070
1009
1356
1605
1781
1906
1995
2060
903
1236
1490
1678
1816
1918
1995
2053
815
1133
1385
1580
1728
1841
1927
1994
2047
1118
1466
1696
1848
1949
2020
988
1329
1571
1740
1858
1942
2003
882
1210
1457
1636
1767
1863
1934
1988
795
1108
1353
1539
1679
1784
1865
1926
1974
1096
1438
1661
1806
1902
1968
967
1302
1536
1697
1808
1887
1944
861
1184
1422
1594
1717
1806
1871
1921
774
1082
1319
1497
1628
1726
1800
1856
1899
742
1043
1291
1488
1643
1764
1860
1934
1994
2042
722
1019
1259
1448
1595
1708
1796
1864
1918
1962
701
993
1227
1407
1544
1649
1730
1792
1840
1879
681
965
1206
1403
1563
1690
1792
1874
1940
1994
660
941
1175
1365
1515
1634
1728
1803
1863
1911
640
916
1144
1324
1466
1576
1661
1729
1782
1825
628
897
1130
1325
1487
1619
1726
1814
1886
1945
608
874
1100
1288
1441
1564
1663
1743
1807
1860
588
849
1069
1249
1392
1505
1595
1667
1725
1771
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
837
1061
1254
1416
1551
1663
1755
1832
1896
785
1000
1188
1349
1486
1601
1697
1778
1846
738
945
1128
1287
1425
1542
1641
1726
1797
696
894
1073
1230
1367
1485
1587
1674
1749
658
849
1022
1176
1312
1431
1535
1624
1702
624
808
975
1127
1261
1380
1485
1576
1656
770
932
1080
1213
1332
1437
1529
1603
735
893
1037
1168
1286
1391
1447
1447
814
1033
1218
1371
1497
1600
1684
1753
1809
762
972
1153
1306
1433
1539
1627
1699
1759
715
917
1094
1245
1374
1481
1571
1647
1710
674
868
1040
1189
1317
1426
1518
1596
1662
636
823
990
1137
1264
1374
1467
1547
1616
603
782
944
1088
1214
1324
1419
1500
1571
745
902
1043
1168
1277
1372
1455
1527
711
863
1001
1124
1233
1328
1412
1447
790
1003
1179
1323
1439
1532
1608
1669
1719
738
943
1116
1259
1377
1472
1551
1615
1667
692
889
1058
1200
1318
1415
1496
1562
1617
651
840
1004
1145
1262
1361
1443
1511
1569
614
796
956
1093
1211
1310
1393
1463
1522
580
755
911
1046
1162
1261
1345
1416
1476
718
869
1002
1116
1215
1299
1371
1433
685
831
960
1074
1172
1256
1329
1391
See page 18 for footnotes
52

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4"
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
1075
1410
1625
1764
1855
1917
945
1274
1500
1653
1758
1831
1884
840
1157
1387
1549
1665
1747
1808
1853
753
1055
1284
1453
1576
1666
1733
1784
1823
40 psf
1053
1381
1589
1721
1806
1864
924
1246
1464
1609
1707
1775
1823
818
1129
1350
1504
1611
1687
1742
1783
732
1028
1248
1407
1521
1603
1664
1710
1745
50 psf
1032
1352
1552
1677
1757
1811
902
1217
1426
1563
1654
1717
1761
797
1100
1312
1457
1556
1626
1676
1712
710
1000
1210
1359
1464
1539
1593
1634
1665
60 psf
1010
1323
1514
1632
1707
1757
880
1187
1387
1515
1600
1658
1698
775
1071
1272
1408
1499
1562
1607
1640
689
970
1170
1309
1404
1472
1520
1556
1583
70 psf
987
1292
1475
1586
1656
1703
858
1157
1347
1467
1545
1598
1634
753
1040
1231
1357
1440
1497
1537
1567
667
940
1129
1256
1342
1402
1445
1476
1499
80 psf
Span Length (ft-in.)
3'-0"
965
1261
1435
1540
1605
1647
835
1125
1305
1417
1489
1536
1569
731
1009
1189
1304
1380
1430
1466
1492
644
908
1085
1201
1278
1330
1367
1394
1414
680
967
1192
1363
1492
1588
1661
1717
1760
1794
659
941
1157
1318
1436
1524
1589
1639
1677
1707
638
913
1119
1269
1378
1456
1515
1558
1592
1618
616
884
1079
1218
1316
1386
1437
1475
1504
1526
595
853
1037
1164
1251
1312
1356
1389
1413
1432
572
821
992
1106
1183
1235
1273
1300
1320
1335
619
891
1110
1281
1413
1513
1591
1651
1698
1736
598
865
1075
1236
1357
1448
1517
1570
1611
1644
577
837
1038
1187
1297
1379
1439
1485
1521
1549
556
809
998
1135
1234
1305
1358
1397
1427
1450
534
778
955
1079
1166
1228
1272
1305
1330
1349
511
746
909
1019
1094
1146
1182
1209
1229
1244
567
824
1037
1206
1339
1443
1524
1588
1638
1679
546
798
1002
1161
1283
1377
1448
1504
1548
1582
525
771
965
1113
1223
1306
1368
1416
1453
1482
504
743
925
1060
1158
1230
1283
1323
1353
1377
482
712
882
1002
1087
1148
1192
1225
1249
1268
459
679
834
939
1011
1060
1096
1121
1141
1155
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
766
971
1138
1271
1377
1461
1527
1580
1623
714
912
1075
1208
1315
1400
1469
1524
1569
668
858
1018
1149
1256
1343
1413
1470
1517
627
810
966
1095
1202
1289
1360
1419
1467
590
766
917
1045
1150
1238
1310
1369
1418
557
726
873
998
1102
1189
1262
1322
1372
690
832
954
1057
1144
1216
1276
1327
656
794
914
1015
1101
1173
1233
1284
740
937
1093
1215
1310
1383
1441
1486
1523
689
878
1031
1152
1247
1322
1381
1427
1465
643
825
974
1094
1188
1263
1323
1371
1409
602
777
922
1039
1133
1208
1268
1317
1356
566
734
874
989
1082
1156
1216
1265
1305
533
694
830
942
1033
1107
1167
1215
1255
658
789
899
988
1061
1120
1168
1207
625
752
858
945
1016
1075
1122
1161
713
900
1045
1154
1237
1300
1349
1387
1417
662
842
982
1090
1173
1236
1286
1324
1354
617
789
925
1031
1113
1176
1225
1263
1294
576
741
873
976
1056
1118
1167
1205
1236
539
697
825
925
1003
1064
1112
1149
1180
506
658
780
877
953
1012
1059
1096
1125
621
739
832
905
963
1008
1044
1072
587
700
790
860
915
959
994
1021
685
860
991
1087
1158
1211
1251
1282
1306
634
801
928
1022
1091
1143
1183
1214
1237
588
748
870
960
1028
1079
1117
1147
1171
547
700
816
903
968
1017
1054
1083
1106
510
655
766
849
911
958
994
1021
1043
477
614
719
798
857
901
935
961
981
576
676
750
805
846
878
902
921
541
634
703
755
793
822
844
861
654
816
931
1014
1072
1115
1147
1171
1190
603
756
866
944
1001
1042
1072
1096
1113
556
701
805
879
933
971
1000
1022
1039
515
651
748
818
867
903
930
950
966
477
604
695
758
804
837
861
880
894
442
560
643
702
743
772
794
810
822
620
766
865
932
979
1012
1036
1055
1068
568
703
795
858
901
931
954
970
983
520
645
730
786
825
853
873
887
899
477
591
667
717
752
775
793
806
815
436
539
606
649
679
699
713
724
732
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

53
HILTI X-HSN 24
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
Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8"
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"
1071
1403
1627
1775
1876
1946
948
1274
1509
1675
1791
1875
1937
848
1162
1401
1577
1707
1803
1875
1930
766
1065
1302
1485
1624
1730
1812
1875
1924
698
981
1213
1399
1545
1659
1748
1818
1874
1920
640
907
1133
1319
1469
1589
1685
1762
1824
1874
591
843
1062
1246
1398
1522
1623
1705
1773
1828
787
998
1178
1331
1458
1563
1650
1722
1782
738
940
1117
1268
1397
1505
1595
1672
1735
693
888
1060
1210
1339
1449
1543
1622
1689
654
841
1008
1156
1285
1396
1492
1574
1644
619
798
961
1106
1234
1346
1443
1527
1600
587
759
917
1059
1186
1297
1396
1481
1556
724
877
1016
1140
1252
1351
1437
1514
691
839
975
1098
1209
1307
1395
1447
See page 18 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"
108
117
124
129
132
135
108
119
127
133
137
141
144
107
119
128
135
140
145
149
152
105
118
127
135
142
147
151
155
158
102
115
126
135
142
148
152
157
160
164
99
113
124
133
141
147
153
157
161
165
95
110
122
132
140
146
152
157
162
166
107
119
129
138
145
151
157
161
166
104
116
127
136
143
150
156
161
165
101
114
124
133
141
148
154
159
164
98
111
122
131
139
146
152
158
163
95
108
119
128
137
144
150
156
161
92
105
116
126
134
142
148
154
160
102
113
123
132
139
146
152
158
100
111
120
129
137
144
150
156
See page 18 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"
1139
1493
1731
1889
1996
2070
1009
1356
1605
1781
1906
1995
2060
903
1236
1490
1678
1816
1918
1995
2053
815
1133
1385
1580
1728
1841
1927
1994
2047
1120
1468
1699
1851
1953
2024
989
1331
1574
1743
1862
1946
2007
884
1212
1459
1640
1771
1867
1939
1993
796
1110
1355
1542
1683
1789
1870
1932
1980
1100
1443
1667
1813
1910
1977
970
1307
1542
1704
1817
1896
1954
864
1188
1428
1601
1725
1815
1882
1932
777
1086
1325
1504
1637
1736
1811
1868
1912
742
1043
1291
1488
1643
1764
1860
1934
1994
2042
724
1021
1262
1452
1599
1713
1801
1870
1925
1969
705
998
1232
1414
1553
1659
1741
1804
1854
1893
681
965
1206
1403
1563
1690
1792
1874
1940
1994
662
943
1178
1368
1520
1639
1734
1809
1869
1918
643
921
1149
1331
1474
1586
1673
1741
1796
1840
628
897
1130
1325
1487
1619
1726
1814
1886
1945
610
876
1103
1291
1445
1569
1668
1749
1814
1867
591
854
1075
1255
1400
1516
1607
1680
1739
1786
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
HILTI X-HSN 24
Load
Type
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
837
1061
1254
1416
1551
1663
1755
1832
1896
785
1000
1188
1349
1486
1601
1697
1778
1846
738
945
1128
1287
1425
1542
1641
1726
1797
696
894
1073
1230
1367
1485
1587
1674
1749
658
849
1022
1176
1312
1431
1535
1624
1702
624
808
975
1127
1261
1380
1485
1576
1656
770
932
1080
1213
1332
1437
1529
1603
735
893
1037
1168
1286
1391
1447
1447
816
1035
1221
1375
1501
1605
1690
1759
1817
764
975
1156
1310
1438
1544
1633
1706
1767
717
920
1097
1249
1378
1486
1577
1654
1718
675
870
1043
1193
1322
1431
1524
1603
1670
638
825
993
1140
1268
1379
1473
1554
1623
604
784
947
1092
1219
1329
1425
1507
1578
747
905
1046
1172
1282
1378
1462
1534
713
866
1004
1128
1237
1334
1418
1447
794
1008
1186
1331
1449
1544
1621
1683
1734
742
948
1122
1267
1386
1484
1564
1629
1683
696
894
1064
1208
1327
1427
1509
1577
1633
655
845
1011
1152
1272
1372
1456
1526
1585
617
800
962
1101
1220
1321
1406
1478
1538
584
760
917
1053
1171
1272
1358
1431
1493
723
875
1009
1126
1226
1312
1386
1449
689
837
968
1083
1183
1269
1343
1407
See page 18 for footnotes
54

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8"
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
1417
1635
1775
1867
1930
951
1281
1510
1665
1771
1845
1899
845
1164
1396
1561
1678
1762
1824
1870
758
1062
1293
1464
1589
1681
1750
1802
1843
40 psf
1061
1391
1601
1735
1823
1882
931
1256
1476
1624
1724
1794
1844
826
1138
1362
1519
1629
1708
1765
1807
739
1037
1260
1422
1540
1625
1688
1735
1771
50 psf
1041
1365
1568
1695
1778
1834
911
1229
1442
1582
1676
1741
1787
806
1112
1328
1477
1579
1652
1704
1743
719
1012
1226
1379
1488
1566
1624
1666
1699
60 psf
1021
1338
1533
1655
1733
1785
891
1202
1407
1539
1628
1688
1730
786
1086
1293
1433
1528
1595
1642
1677
700
985
1191
1334
1435
1506
1558
1596
1625
70 psf
1000
1310
1498
1613
1686
1735
871
1175
1370
1496
1578
1633
1672
766
1058
1256
1387
1475
1536
1579
1610
680
958
1154
1287
1379
1444
1490
1524
1549
80 psf
Span Length (ft-in.)
3'-0"
980
1282
1462
1571
1640
1685
851
1147
1333
1451
1527
1578
1613
746
1030
1218
1340
1421
1476
1514
1542
659
930
1115
1238
1322
1379
1420
1450
1472
686
974
1201
1375
1505
1604
1678
1736
1781
1816
666
950
1169
1333
1455
1546
1614
1665
1705
1737
647
925
1135
1290
1403
1485
1546
1593
1628
1656
627
899
1100
1244
1348
1422
1477
1517
1549
1573
608
872
1062
1196
1290
1356
1404
1440
1467
1488
587
843
1023
1145
1229
1288
1330
1360
1383
1401
624
898
1119
1293
1426
1530
1609
1671
1720
1759
605
874
1087
1252
1376
1470
1542
1598
1641
1675
586
849
1054
1208
1323
1408
1473
1522
1559
1589
567
823
1019
1162
1267
1343
1400
1442
1475
1500
547
796
981
1113
1207
1274
1323
1360
1388
1409
527
768
941
1060
1143
1202
1244
1274
1297
1315
572
831
1045
1217
1353
1459
1543
1608
1661
1702
553
807
1014
1177
1303
1400
1475
1533
1579
1615
534
783
981
1134
1249
1336
1403
1454
1493
1525
515
757
946
1087
1192
1269
1327
1370
1404
1431
495
731
908
1037
1130
1197
1246
1283
1311
1333
475
702
867
982
1063
1120
1161
1192
1215
1232
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
772
979
1149
1285
1393
1479
1548
1603
1648
720
920
1086
1221
1331
1419
1490
1548
1595
674
866
1028
1163
1272
1362
1435
1494
1543
633
818
976
1108
1218
1308
1382
1443
1493
596
774
927
1057
1166
1257
1332
1394
1445
563
734
883
1011
1118
1208
1284
1347
1399
697
842
967
1073
1163
1238
1302
1355
664
804
926
1031
1120
1195
1259
1312
749
949
1109
1235
1333
1410
1471
1519
1557
698
890
1047
1172
1271
1349
1411
1461
1501
652
837
990
1113
1212
1291
1354
1405
1447
611
789
937
1059
1157
1237
1300
1352
1394
574
745
889
1009
1106
1185
1249
1301
1344
541
705
845
962
1058
1136
1200
1253
1296
669
805
918
1013
1090
1154
1206
1249
636
767
878
970
1047
1110
1162
1205
725
916
1066
1181
1269
1336
1389
1430
1462
674
858
1004
1117
1205
1273
1327
1369
1402
628
805
947
1058
1146
1214
1267
1310
1344
587
757
894
1004
1090
1158
1211
1254
1288
551
713
847
953
1038
1104
1157
1200
1234
518
674
802
906
988
1054
1106
1148
1182
637
761
862
942
1006
1057
1098
1131
604
723
820
898
960
1010
1050
1083
700
881
1019
1122
1199
1257
1302
1336
1363
648
822
956
1057
1134
1192
1236
1270
1298
603
769
899
997
1072
1129
1173
1207
1234
562
721
846
941
1014
1070
1113
1146
1173
525
677
797
889
959
1013
1055
1088
1114
492
637
752
840
907
959
1000
1031
1056
600
709
794
858
908
946
976
1000
566
670
750
811
858
894
922
945
673
843
967
1058
1124
1173
1210
1237
1259
621
783
903
991
1055
1103
1139
1166
1188
576
730
844
928
990
1036
1071
1097
1118
534
681
790
870
928
972
1005
1030
1050
497
636
738
814
869
910
941
965
983
463
594
690
761
813
851
879
901
918
644
800
911
988
1043
1083
1112
1134
1151
592
740
844
917
969
1007
1035
1056
1072
545
684
782
851
899
934
960
979
994
503
633
724
787
831
863
887
904
918
465
585
668
725
765
794
815
831
842
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

55
HILTI X-HSN 24
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
1.5PLB with Hilti X-ENP-19
1.5PLB22
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
476
601
679
728
761
782
426
553
638
695
733
760
779
384
510
599
661
705
737
760
777
349
471
562
629
677
713
739
760
775
319
437
528
597
649
689
718
741
759
774
294
406
497
568
622
665
697
723
743
759
271
379
468
540
596
641
676
704
726
744
355
442
513
571
618
655
685
709
729
334
418
489
548
595
635
666
692
714
315
396
466
525
574
614
648
675
698
297
377
445
504
553
595
630
659
683
282
358
426
484
534
576
612
642
668
268
342
408
465
515
558
594
626
652
326
391
448
497
540
578
610
637
312
375
431
480
524
561
594
622
See page 18 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"
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
12
12
12
12
12
12
12
13
13
13
13
13
13
13
13
14
14
14
14
14
14
14
14
14
14
15
15
15
15
15
15
15
15
15
16
15
16
16
16
16
16
16
17
17
17
17
17
17
17
17
17
18
18
18
17
18
18
18
18
18
19
19
19
18
18
19
19
19
19
20
20
20
19
19
20
20
20
20
20
21
21
19
20
20
21
21
21
21
22
22
20
21
21
21
22
22
22
22
23
21
22
22
22
23
23
23
23
22
22
23
23
23
24
24
24
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
507
640
723
775
809
832
453
588
679
739
780
809
829
409
542
637
704
750
784
808
827
371
501
598
669
720
758
787
808
825
483
609
685
732
762
782
430
558
641
694
730
754
771
385
512
599
657
698
726
746
761
348
471
560
622
666
698
721
738
751
459
578
647
688
713
730
405
526
601
647
677
697
711
361
480
558
608
642
664
680
692
324
440
519
572
608
633
651
664
674
340
464
562
635
691
733
764
789
808
823
316
435
524
589
636
670
696
715
730
741
292
404
483
538
576
603
622
636
647
655
313
432
528
604
662
707
742
769
791
808
289
404
492
558
607
644
672
693
709
722
265
373
451
507
546
574
594
610
621
630
289
403
498
574
634
682
719
749
773
792
266
375
462
529
580
618
648
671
688
702
242
345
422
477
517
546
568
584
596
606
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
378
470
546
608
657
697
729
755
776
355
445
520
583
634
675
709
737
759
335
422
496
559
611
654
689
719
743
316
401
474
536
589
633
670
701
727
300
381
453
515
568
613
651
683
710
285
364
434
495
548
594
632
666
694
347
416
476
529
575
615
649
678
332
399
459
511
557
597
632
662
350
435
502
554
594
625
649
668
683
328
411
477
530
571
603
628
648
665
308
388
454
507
548
581
608
629
646
290
368
433
485
527
561
588
610
628
274
349
413
465
507
542
570
592
611
259
332
394
446
488
523
551
575
594
316
377
428
470
505
534
558
578
302
361
411
453
488
517
542
562
320
395
451
491
520
542
559
572
582
298
371
426
466
496
518
535
548
558
279
349
402
442
472
495
512
525
536
261
329
381
420
450
472
490
503
514
245
310
361
400
429
451
468
482
492
230
293
343
380
409
431
448
461
471
278
325
362
390
411
428
441
451
263
309
345
372
393
409
421
431
See page 18 for footnotes
56

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
434
545
606
642
663
677
380
492
558
597
622
638
649
336
446
514
556
582
600
612
621
299
406
474
517
545
564
577
586
593
40 psf
408
510
564
594
612
623
355
457
513
545
565
577
585
310
410
466
499
520
533
542
548
273
368
424
457
477
490
499
505
510
50 psf
382
474
520
545
559
568
328
418
465
490
505
514
520
282
369
414
439
453
462
468
472
245
325
367
390
403
412
417
421
424
60 psf
355
436
474
493
504
511
299
377
413
432
443
449
453
253
324
357
373
383
388
392
395
213
275
303
316
324
328
331
333
335
240
339
404
448
476
496
510
520
528
533
214
299
349
379
397
410
418
424
428
431
184
249
281
298
308
314
318
320
322
324
146
184
198
204
207
209
211
211
212
212
217
311
374
417
445
465
478
488
496
502
191
269
316
343
360
371
379
384
388
390
159
215
241
254
261
266
268
270
272
273
113
136
143
147
148
149
149
150
150
150
70 psf
326
396
426
440
449
454
268
331
358
371
378
382
385
219
272
293
303
308
311
313
315
176
215
229
236
239
241
242
243
244
267
370
437
481
510
529
543
553
560
566
241
331
385
417
436
449
458
464
469
472
212
286
323
343
355
362
367
370
373
375
178
229
250
260
266
269
271
272
273
274
133
157
164
167
169
170
170
171
171
171
80 psf
Span Length (ft-in.)
3'-0"
295
352
375
386
391
395
234
281
299
307
311
313
315
180
213
223
228
231
232
233
233
126
142
147
148
149
150
150
150
150
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
286
347
388
415
434
448
458
465
471
263
322
361
387
405
418
428
435
440
243
298
335
360
377
390
399
405
410
225
277
311
335
351
362
370
376
381
208
256
288
310
324
335
342
347
352
192
237
266
285
299
308
314
319
323
219
245
262
273
281
287
291
294
201
223
238
248
254
259
263
265
242
284
309
324
334
340
344
348
350
217
255
276
288
296
302
306
308
310
194
225
243
253
260
264
267
269
270
171
196
210
218
222
226
228
229
230
148
167
176
182
185
187
188
189
190
123
136
141
145
146
148
148
149
149
181
200
209
214
217
219
220
221
222
146
158
163
166
168
169
170
170
170
108
113
116
117
118
118
118
119
119
HILTI X-ENP-19
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

57
1.5PLB20
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
607
764
854
908
941
963
546
709
810
873
914
941
960
494
658
766
837
885
918
941
958
450
611
724
802
856
894
921
942
957
413
570
685
767
826
869
900
924
942
956
381
532
648
734
797
844
879
905
926
942
353
498
614
702
768
818
857
886
909
927
468
582
671
740
793
834
867
892
912
441
552
642
713
769
812
847
875
897
417
525
615
687
745
791
827
857
881
395
501
589
662
721
769
808
839
865
375
478
565
638
698
748
788
822
849
356
456
543
616
677
727
769
804
833
437
522
594
656
707
751
787
817
419
502
574
636
688
732
770
801
See page 18 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"
14
14
14
14
14
14
16
16
16
16
16
16
17
18
18
18
18
18
18
19
19
19
20
20
20
20
20
20
21
21
21
21
22
22
22
22
22
22
22
23
22
23
23
23
24
24
24
24
24
24
23
24
24
25
25
25
26
26
26
26
25
26
26
27
27
27
27
28
28
26
27
27
28
28
29
29
29
29
27
28
28
29
29
30
30
30
31
28
29
30
30
31
31
31
32
32
29
30
30
31
32
32
33
33
33
29
30
31
32
33
33
34
34
34
31
32
33
34
34
35
35
36
32
33
34
34
35
36
36
37
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
646
813
909
966
1001
1024
581
754
862
929
972
1001
1022
526
700
815
891
942
977
1001
1020
479
650
771
853
910
951
980
1002
1018
621
780
869
920
951
972
556
721
820
880
918
943
961
501
667
773
840
885
914
935
950
455
618
729
802
851
885
909
927
940
596
747
827
873
901
918
531
687
777
830
862
884
899
476
633
729
788
825
850
867
879
430
584
684
747
789
817
836
850
861
439
606
729
816
879
924
958
983
1002
1017
415
575
687
765
818
856
884
904
919
931
391
541
642
709
753
784
806
821
833
842
405
566
689
781
848
897
935
963
985
1002
381
535
649
729
786
828
858
880
897
911
357
502
604
673
720
752
776
793
806
816
375
530
653
746
817
871
911
943
967
986
352
500
613
695
756
800
832
857
876
891
327
468
568
639
687
722
747
765
779
790
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
498
619
714
787
844
888
922
949
970
469
588
683
758
818
864
901
930
954
443
559
654
731
792
841
880
912
937
420
533
627
704
767
818
859
893
920
398
508
601
679
743
796
839
874
903
379
486
577
655
720
774
818
855
886
465
555
632
698
752
798
837
869
445
534
611
676
732
779
819
852
469
580
664
726
772
807
834
855
871
440
550
634
698
746
783
811
833
851
415
522
606
671
721
759
789
813
831
392
496
580
645
696
736
767
792
812
371
473
555
621
673
714
746
772
793
352
451
532
598
651
692
726
753
774
431
511
576
629
672
706
734
756
412
491
556
609
652
687
715
738
437
536
607
657
693
719
738
753
764
409
506
577
628
665
692
712
728
740
384
479
549
600
638
666
687
703
715
361
454
523
574
612
641
662
679
691
340
431
499
550
588
616
638
655
668
322
409
476
527
565
593
615
632
646
389
455
505
542
571
593
610
624
371
435
484
521
550
571
589
602
See page 18 for footnotes
58

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
570
712
785
825
849
864
505
651
731
777
805
823
835
451
597
682
732
763
783
797
807
405
548
635
689
722
745
760
771
779
40 psf
544
675
741
776
796
809
479
614
684
723
746
761
771
424
558
632
673
698
714
725
733
378
509
583
626
653
669
681
689
695
50 psf
517
638
695
725
742
753
451
574
635
667
686
697
705
396
517
578
612
631
643
651
657
350
466
526
559
579
591
599
605
609
60 psf
489
599
648
673
687
696
423
532
583
609
623
632
638
367
472
521
547
561
570
576
580
320
418
464
488
501
509
514
518
521
70 psf
460
558
600
620
632
639
392
487
528
548
559
566
570
335
423
460
478
489
495
498
501
286
363
396
411
419
424
427
430
431
430
515
550
566
575
580
360
439
471
485
493
498
501
300
369
395
407
413
417
419
421
247
301
321
329
334
336
338
339
340
365
505
593
648
684
707
724
735
744
750
339
465
538
582
609
626
638
646
652
656
310
420
478
510
528
540
548
553
557
560
279
368
409
430
442
449
454
457
459
461
242
307
333
344
351
354
357
358
359
360
197
235
247
252
254
256
257
257
258
258
332
466
554
610
647
671
688
701
710
717
305
426
497
540
567
584
596
604
610
614
276
378
432
462
479
490
497
502
506
509
243
322
357
375
385
390
394
397
398
400
202
252
270
278
282
285
286
287
288
288
145
165
170
172
174
174
174
175
175
175
302
432
518
574
611
637
654
667
677
684
276
390
459
501
527
543
555
563
569
573
246
340
390
416
432
442
448
452
456
458
211
278
306
320
327
332
334
336
338
339
162
196
206
211
213
214
215
216
216
216
80 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
401
485
541
578
604
622
635
644
652
373
455
509
546
572
590
603
612
620
348
427
480
516
541
559
572
581
589
325
401
452
487
512
529
542
551
558
304
377
426
460
483
500
512
521
528
285
354
401
434
456
472
483
492
498
333
378
408
429
444
455
463
469
313
355
384
403
417
427
435
440
358
424
463
488
504
515
523
528
532
329
391
428
451
466
476
483
488
492
303
360
394
415
428
438
444
449
452
278
330
361
380
392
400
405
409
412
254
301
329
345
355
362
367
370
373
232
273
297
310
319
325
328
331
333
246
265
276
282
287
290
292
294
217
232
241
246
249
251
253
254
305
349
372
385
394
399
403
405
407
272
309
328
339
346
350
353
355
357
239
270
285
293
298
302
304
305
306
207
230
241
247
250
253
254
255
256
173
189
196
200
202
203
204
204
205
137
145
149
151
152
153
153
153
154
234
255
265
270
273
275
276
277
277
189
203
209
212
213
214
215
215
216
142
148
151
152
153
153
154
154
154
HILTI X-ENP-19
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
136
140
142
143
143
143
143
144
144
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

59
1.5PLB19
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
729
914
1015
1072
1106
1129
658
852
967
1035
1079
1107
1127
597
794
919
998
1049
1083
1107
1125
545
741
873
960
1018
1059
1087
1108
1123
501
693
829
922
987
1033
1065
1090
1108
1122
462
649
787
885
955
1006
1043
1071
1092
1108
429
610
747
849
924
979
1020
1051
1075
1094
574
711
815
893
952
997
1031
1058
1078
541
677
782
863
926
973
1010
1040
1063
512
645
751
834
899
950
990
1021
1046
486
616
722
806
873
927
969
1003
1030
461
588
694
779
848
904
948
984
1013
439
563
667
754
824
881
927
965
996
540
643
729
800
859
907
947
979
518
619
705
777
837
887
928
962
See page 18 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"
20
20
20
21
21
21
23
23
23
23
24
24
24
25
26
26
26
26
27
27
27
27
28
28
29
29
29
29
30
30
29
30
30
31
31
32
32
32
32
32
31
32
32
33
34
34
34
34
35
35
32
33
34
35
36
36
36
37
37
37
35
36
37
37
38
38
39
39
39
36
37
38
39
40
40
41
41
42
37
39
40
41
41
42
43
43
43
38
40
41
42
43
44
44
45
45
39
41
42
43
44
45
46
46
47
39
41
43
44
46
46
47
48
48
42
44
45
47
48
48
49
50
43
45
46
48
49
50
50
51
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
775
972
1079
1140
1177
1201
700
907
1028
1102
1148
1178
1198
635
845
978
1062
1116
1153
1178
1197
580
789
929
1021
1083
1126
1156
1179
1195
750
938
1037
1093
1126
1147
675
872
985
1051
1092
1118
1136
610
811
933
1009
1057
1088
1110
1126
556
755
884
967
1021
1058
1083
1102
1116
724
903
995
1045
1074
1093
649
836
940
999
1035
1058
1073
585
775
887
954
995
1022
1041
1054
530
719
837
910
956
987
1008
1024
1035
533
737
882
981
1050
1098
1134
1159
1179
1194
508
704
837
926
986
1027
1056
1078
1094
1106
483
669
790
867
918
952
976
994
1006
1016
492
691
837
942
1016
1070
1110
1139
1162
1179
468
658
793
887
951
997
1029
1053
1071
1085
443
624
746
827
881
918
945
964
978
989
456
649
795
904
983
1042
1085
1118
1144
1164
432
617
752
849
917
966
1002
1029
1049
1065
408
583
706
789
846
886
914
935
950
962
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
610
756
867
950
1013
1060
1097
1125
1147
576
720
832
919
985
1035
1075
1106
1131
545
686
799
888
957
1010
1053
1086
1113
517
655
768
858
929
986
1031
1067
1096
491
626
738
829
902
961
1009
1047
1078
467
599
710
802
876
937
987
1027
1060
574
684
775
851
914
965
1007
1042
551
659
750
827
891
943
987
1024
580
714
813
885
937
975
1004
1027
1044
546
679
779
853
908
949
980
1004
1023
515
646
747
823
880
923
956
982
1002
488
616
717
794
852
898
933
960
982
462
588
688
766
826
873
910
939
962
439
562
661
739
801
849
887
917
942
538
636
714
777
826
865
897
922
515
612
690
753
803
844
876
902
546
668
753
812
854
884
906
923
935
513
633
719
779
823
854
878
896
909
483
601
687
749
793
826
850
869
884
456
571
657
719
765
798
824
843
858
431
544
629
691
737
772
798
818
834
408
519
602
665
711
746
773
794
810
495
577
639
686
722
749
770
786
473
554
615
662
698
725
746
763
See page 18 for footnotes
60

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
698
867
951
996
1022
1038
623
799
893
945
976
996
1009
559
738
838
896
932
954
970
981
504
682
787
849
888
914
931
943
952
40 psf
671
830
906
946
968
983
596
761
844
890
917
933
944
532
698
787
837
866
885
897
906
478
642
733
786
818
838
852
861
868
50 psf
644
792
860
895
914
927
568
720
794
833
856
869
879
504
656
733
775
799
814
824
831
449
598
676
719
744
760
770
777
782
60 psf
616
752
812
843
859
870
539
678
742
775
793
805
812
475
611
676
710
729
741
749
754
420
551
615
648
667
679
686
692
695
70 psf
587
711
764
790
804
812
509
634
688
715
730
739
744
444
564
617
643
658
666
672
676
388
500
549
574
587
595
601
604
607
80 psf
Span Length (ft-in.)
3'-0"
557
669
714
736
747
755
478
587
632
653
665
672
676
411
512
554
573
584
590
594
597
352
443
479
496
505
510
513
515
517
458
632
739
805
847
874
893
907
916
924
431
591
684
738
771
792
807
817
824
830
403
546
623
666
691
707
718
725
730
734
372
497
557
589
607
618
625
630
634
636
339
441
485
507
519
526
530
533
535
537
300
377
406
419
426
430
433
434
436
436
418
587
694
763
806
836
856
871
881
889
391
545
637
692
726
748
763
774
781
787
362
499
574
616
640
656
666
673
679
682
331
447
503
532
548
559
565
570
573
575
296
385
423
441
451
457
460
463
464
466
253
313
334
343
348
350
352
353
354
355
383
546
653
723
768
799
820
835
847
855
356
505
595
649
683
706
721
731
739
745
327
457
528
568
591
606
616
623
628
631
295
400
451
477
491
500
506
509
512
514
256
332
362
376
383
388
390
392
394
394
206
247
260
266
269
270
271
272
272
272
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
510
616
685
731
763
785
801
813
822
477
581
650
697
729
751
768
780
789
447
548
617
663
696
718
735
747
757
419
518
586
632
664
687
703
716
725
395
490
556
601
633
656
672
685
694
372
464
528
573
604
626
642
654
663
440
502
545
575
597
612
624
633
417
477
518
547
568
584
595
604
468
555
609
642
664
679
690
698
704
434
518
570
603
624
639
649
657
663
403
484
534
565
585
600
609
617
622
375
452
499
528
548
561
570
577
582
349
421
465
493
511
523
532
538
543
325
392
433
458
474
486
493
499
503
364
401
424
439
448
455
460
464
337
370
390
403
412
418
422
425
418
484
521
543
557
566
573
577
581
382
443
477
497
509
518
523
527
530
348
404
434
451
462
469
474
478
480
317
365
391
406
415
421
425
428
430
286
327
349
361
369
373
377
379
381
255
290
307
316
322
325
328
329
331
251
263
270
274
277
278
280
280
211
219
223
226
228
229
229
230
357
401
422
434
442
446
450
452
454
315
351
369
378
384
388
390
392
393
274
302
315
322
326
328
330
331
332
232
251
260
265
267
269
270
271
271
187
199
204
206
208
209
209
210
210
138
144
146
147
148
148
148
148
148
279
301
311
316
319
320
322
323
323
225
239
244
247
249
250
251
251
252
167
174
177
178
179
179
179
179
180
104
106
106
107
107
107
107
107
107
179
185
187
188
189
189
190
190
190
105
106
107
107
107
107
107
107
107
HILTI X-ENP-19
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

61
1.5PLB18
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
841
1051
1160
1221
1257
1280
761
983
1109
1183
1229
1258
1278
692
919
1058
1144
1198
1234
1259
1277
633
860
1008
1103
1166
1208
1238
1259
1275
582
806
960
1063
1133
1181
1216
1241
1260
1274
538
757
913
1023
1099
1153
1192
1221
1243
1260
499
712
870
984
1066
1125
1168
1201
1226
1245
671
829
946
1032
1096
1144
1180
1208
1229
634
790
910
1000
1068
1119
1158
1189
1213
600
755
875
968
1039
1094
1137
1170
1196
570
721
842
937
1011
1069
1115
1150
1179
542
690
811
908
984
1044
1092
1131
1162
516
661
782
879
957
1020
1070
1111
1144
634
753
852
931
996
1048
1091
1126
609
727
825
906
972
1027
1071
1108
See page 18 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"
27
27
28
28
28
28
30
31
31
32
32
32
32
33
34
35
35
35
36
36
36
36
37
38
38
39
39
39
40
40
38
39
40
41
42
42
43
43
43
43
40
42
43
44
45
45
46
46
46
47
41
44
45
46
47
48
48
49
49
50
45
47
48
49
50
51
52
52
52
47
49
50
52
53
53
54
55
55
48
50
52
53
55
56
56
57
58
49
51
54
55
56
58
58
59
60
50
53
55
57
58
59
60
61
62
50
53
56
58
60
61
62
63
64
54
57
59
61
62
64
65
66
55
58
60
62
64
65
66
67
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
894
1118
1234
1299
1338
1362
810
1046
1180
1259
1307
1338
1360
736
978
1126
1217
1274
1313
1339
1358
673
915
1072
1174
1240
1285
1317
1340
1357
869
1083
1191
1251
1286
1308
784
1010
1135
1207
1250
1278
1297
711
943
1080
1162
1213
1247
1270
1287
649
880
1026
1117
1176
1215
1243
1262
1276
843
1047
1148
1202
1234
1253
758
974
1089
1154
1192
1217
1234
685
906
1032
1106
1151
1180
1200
1214
623
844
977
1059
1110
1143
1167
1183
1195
619
858
1021
1131
1205
1256
1293
1320
1340
1355
595
823
975
1073
1139
1183
1214
1237
1254
1267
569
787
926
1013
1069
1107
1133
1152
1166
1176
572
805
972
1088
1169
1227
1268
1299
1322
1340
548
772
926
1031
1102
1151
1186
1212
1231
1245
523
736
877
969
1030
1071
1100
1121
1136
1148
531
757
925
1047
1134
1197
1243
1278
1304
1324
507
725
881
989
1065
1119
1157
1186
1207
1224
483
690
832
927
992
1036
1067
1090
1107
1120
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
714
882
1007
1098
1166
1217
1255
1285
1308
674
841
968
1064
1136
1190
1232
1265
1291
639
803
931
1030
1106
1164
1209
1245
1273
606
767
896
997
1076
1137
1186
1224
1254
576
734
863
966
1047
1111
1162
1203
1236
549
703
831
935
1018
1085
1139
1182
1217
675
802
906
991
1060
1115
1161
1198
648
773
878
964
1034
1092
1140
1179
682
838
950
1029
1087
1129
1160
1184
1202
643
798
912
995
1056
1101
1135
1160
1181
608
761
876
962
1025
1073
1109
1137
1159
576
727
842
930
996
1046
1084
1114
1137
547
695
810
899
967
1019
1059
1091
1116
520
665
780
869
939
993
1035
1068
1095
637
751
841
912
967
1011
1046
1074
611
724
814
886
943
988
1024
1053
648
790
888
955
1002
1035
1060
1079
1093
610
751
850
919
969
1004
1030
1050
1066
575
714
814
885
936
974
1001
1022
1039
544
681
781
853
905
944
973
995
1012
515
649
749
822
876
915
945
968
986
489
620
719
792
847
888
919
942
961
593
691
764
819
861
892
917
936
568
664
737
793
835
867
892
912
See page 18 for footnotes
62

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
816
1010
1103
1152
1181
1198
731
936
1041
1099
1133
1155
1169
659
867
982
1047
1087
1112
1129
1141
597
805
926
997
1041
1069
1089
1102
1112
40 psf
789
972
1058
1102
1127
1143
704
896
992
1044
1073
1092
1104
632
827
930
987
1021
1042
1056
1066
570
765
872
933
970
993
1009
1020
1028
50 psf
761
933
1011
1051
1073
1087
676
856
942
987
1012
1028
1039
604
785
876
925
953
971
983
991
542
721
815
866
896
915
928
937
943
60 psf
733
893
964
999
1018
1030
647
813
889
928
950
964
972
575
741
820
861
884
899
908
914
512
675
754
796
820
835
845
851
856
70 psf
704
853
915
946
963
973
618
769
836
869
887
898
905
544
693
761
794
813
825
832
837
481
625
690
723
742
753
760
765
769
80 psf
Span Length (ft-in.)
3'-0"
674
810
866
892
907
915
587
723
780
808
823
832
837
512
643
699
726
741
749
755
759
447
570
622
647
661
669
674
677
680
543
749
874
949
997
1028
1049
1064
1075
1084
517
708
818
882
921
946
963
975
984
990
489
663
758
810
841
861
874
883
890
895
459
615
693
735
759
773
783
790
794
798
427
562
624
655
672
683
689
694
697
700
391
502
548
570
582
589
594
597
599
600
497
698
824
903
954
988
1011
1027
1039
1048
471
657
767
833
874
900
918
930
940
946
442
611
704
757
788
808
822
831
837
842
412
561
636
676
699
713
722
728
733
736
379
504
560
588
604
613
619
623
626
629
341
438
477
495
504
510
514
516
518
519
457
652
779
860
913
948
973
991
1004
1013
431
610
720
787
828
855
874
887
896
904
402
564
655
706
737
757
770
779
786
791
372
511
581
619
640
654
662
668
672
676
337
449
499
523
537
545
550
553
556
558
295
376
406
420
427
431
434
436
437
438
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
610
736
819
873
910
936
955
969
979
573
697
780
836
874
900
920
934
945
538
661
743
799
838
866
886
901
912
507
627
709
765
804
832
852
868
879
479
595
676
732
771
799
820
835
847
453
566
645
701
740
768
788
804
816
539
616
671
709
737
757
773
785
513
589
642
680
707
727
743
754
569
676
743
785
812
831
844
854
861
531
636
701
743
770
789
803
812
820
496
598
662
703
730
749
762
771
779
464
563
624
664
691
709
722
731
738
435
529
589
627
652
670
682
691
698
408
498
555
591
615
632
644
652
659
468
522
556
579
594
605
613
619
440
490
522
543
557
568
575
581
521
608
658
688
707
720
729
735
740
482
564
612
640
658
671
679
685
689
445
523
567
594
611
622
630
635
639
411
483
524
548
564
574
581
586
590
380
445
482
504
517
526
533
537
540
349
409
441
460
471
479
484
488
491
372
400
416
426
432
436
439
442
336
359
372
380
385
388
390
392
465
530
564
583
595
603
608
612
615
422
480
510
527
538
545
549
552
555
381
432
458
472
481
486
490
493
495
341
384
405
417
424
428
431
433
435
302
336
353
361
366
370
372
374
375
262
287
299
305
309
311
312
314
314
237
244
248
250
252
253
253
254
184
188
190
191
192
192
192
193
397
439
459
470
477
481
484
486
487
347
380
396
404
409
412
414
415
416
296
321
332
337
340
343
344
345
346
244
259
266
270
272
273
274
274
275
187
196
199
201
202
202
203
203
203
126
129
130
131
131
131
131
131
131
314
336
345
350
352
354
355
356
356
250
263
268
271
273
274
274
275
275
182
188
190
191
192
192
193
193
193
108
110
110
110
110
111
111
111
111
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

63
HILTI X-ENP-19
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
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
634
816
957
1066
1148
1211
557
728
869
982
1071
1142
1199
496
656
792
906
999
1076
1138
1188
446
595
726
838
933
1013
1079
1134
1180
405
544
668
778
873
954
1023
1081
1131
1174
366
500
619
724
818
899
970
1031
1084
1129
335
463
575
677
768
849
921
983
1038
1085
430
537
634
723
803
875
938
994
1043
401
503
597
683
761
832
895
952
1003
374
473
563
646
723
792
856
913
964
349
446
532
613
687
756
819
876
928
328
422
504
582
655
722
784
841
893
310
400
479
554
625
691
752
808
860
380
456
529
597
662
721
777
785
361
436
506
572
635
693
709
709
See page 18 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"
53
54
55
55
56
56
57
58
59
59
60
61
61
59
60
62
63
63
64
65
66
61
62
64
65
66
67
68
69
69
62
64
65
67
68
69
70
71
72
73
62
65
66
68
69
71
72
73
74
75
63
65
67
69
70
72
73
74
75
76
65
67
69
71
72
74
75
76
78
65
67
69
71
73
74
76
77
78
64
67
69
71
73
75
76
78
79
64
66
69
71
73
74
76
78
79
63
66
68
70
72
74
76
78
79
62
65
67
70
72
74
76
77
79
64
67
69
71
73
75
77
79
63
66
68
70
73
75
76
78
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
675
868
1018
1134
1221
1289
593
775
924
1044
1140
1215
1275
527
698
843
964
1063
1144
1210
1264
474
633
772
892
993
1077
1148
1207
1256
659
849
996
1108
1192
1256
577
757
903
1019
1110
1182
1238
511
680
822
939
1034
1111
1173
1223
458
615
752
868
964
1044
1111
1165
1210
643
831
974
1082
1162
1222
561
738
881
993
1080
1147
1200
495
662
801
914
1004
1076
1134
1181
442
598
731
843
935
1010
1072
1122
1163
430
578
711
828
928
1015
1088
1150
1203
1249
414
561
691
804
901
983
1052
1109
1158
1199
398
544
671
780
872
949
1013
1066
1110
1147
390
532
658
771
870
957
1032
1097
1153
1201
375
515
639
748
843
926
996
1056
1108
1152
360
498
619
724
815
893
958
1013
1060
1099
356
492
612
720
817
903
979
1046
1104
1155
341
475
593
698
792
873
945
1006
1060
1106
327
458
573
675
764
841
907
964
1012
1053
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
457
571
675
770
855
930
998
1057
1110
427
535
635
726
810
885
953
1013
1067
397
503
598
687
769
843
910
971
1026
372
474
566
652
731
804
871
932
987
349
449
537
619
696
768
834
895
950
330
426
510
590
665
735
800
860
875
404
486
563
635
704
768
785
785
384
463
538
608
675
709
709
709
441
552
654
745
826
897
959
1014
1062
411
516
614
702
782
852
915
971
1020
383
485
578
664
741
811
874
930
980
357
456
546
629
705
773
836
892
942
335
431
517
597
671
738
800
856
906
316
408
491
568
640
706
766
822
872
387
467
541
611
676
735
785
785
368
445
517
585
648
706
709
709
424
533
631
718
794
860
917
967
1009
394
497
592
676
751
817
874
924
968
367
466
557
638
712
777
834
884
928
343
438
525
604
676
739
796
847
891
321
413
496
573
642
705
761
811
856
301
390
470
544
612
673
729
778
823
369
446
518
584
644
698
747
785
350
425
494
558
616
670
709
709
See page 18 for footnotes
64

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
627
812
951
1055
1131
1188
544
720
859
966
1049
1112
1161
479
643
779
887
973
1040
1094
1137
426
580
710
817
904
974
1031
1077
1114
40 psf
610
793
928
1027
1099
1153
528
701
836
938
1016
1075
1121
463
625
756
859
940
1003
1052
1091
410
561
687
790
871
936
988
1030
1063
50 psf
594
773
904
999
1067
1117
512
682
812
910
983
1038
1079
447
606
732
831
906
964
1009
1044
394
542
664
761
837
897
943
980
1010
60 psf
578
753
880
970
1034
1080
496
662
788
880
948
999
1037
430
586
708
801
871
923
964
995
377
523
640
731
801
854
896
928
954
70 psf
561
733
855
940
1000
1043
479
642
762
849
912
959
993
414
566
682
769
833
881
917
944
361
503
614
698
762
810
846
874
896
80 psf
Span Length (ft-in.)
3'-0"
545
713
829
910
965
1005
462
621
736
817
875
917
948
397
545
656
736
794
836
868
892
344
482
586
664
721
762
793
817
835
382
526
650
755
842
913
972
1020
1060
1093
366
507
628
728
809
875
929
972
1007
1036
350
489
605
699
775
835
883
921
951
976
333
469
580
669
738
791
833
866
892
913
317
449
554
636
698
745
781
808
830
847
300
428
526
600
654
694
724
747
764
778
346
480
598
700
786
858
918
967
1009
1044
330
462
576
673
754
820
874
918
955
985
313
443
553
645
719
779
827
865
897
922
297
424
529
614
681
734
775
808
834
855
280
404
503
580
639
685
720
747
768
785
263
382
474
542
593
631
659
680
697
710
312
440
553
651
735
807
867
918
961
997
297
422
531
625
703
769
823
868
905
936
282
404
509
596
668
727
775
813
845
871
266
385
484
565
630
681
722
754
780
801
249
364
457
530
586
629
663
688
709
725
232
342
427
490
537
571
597
617
631
643
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
406
513
607
689
760
820
872
915
952
376
478
568
648
717
777
829
873
910
350
446
533
611
679
738
789
833
871
327
419
502
577
643
701
751
795
833
306
393
474
546
610
667
717
760
798
287
371
448
518
580
635
684
727
765
350
424
492
552
606
654
697
734
332
403
468
527
579
626
668
705
388
492
581
658
722
776
821
859
890
359
457
543
617
680
733
778
815
847
332
426
508
580
641
693
737
775
806
309
398
477
546
605
656
700
736
768
288
373
449
515
573
622
664
700
731
270
350
423
487
542
590
631
667
697
370
469
553
623
680
727
765
797
822
340
434
514
582
637
683
720
751
777
314
403
480
544
598
642
678
708
733
291
375
448
510
561
603
639
668
692
351
445
521
583
633
672
703
728
748
321
409
482
541
588
625
655
679
698
HILTI X-ENP-19
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
330
417
485
538
578
609
633
652
667
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

65
1.5PLB20
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
808
1050
1229
1359
1454
1523
712
944
1125
1264
1370
1450
1512
634
853
1033
1176
1289
1377
1447
1503
571
777
951
1095
1212
1307
1383
1445
1495
519
712
880
1022
1141
1240
1321
1388
1443
1489
475
656
817
956
1075
1176
1261
1332
1391
1442
435
608
761
897
1015
1117
1204
1278
1341
1394
566
712
844
960
1061
1150
1226
1291
1348
529
669
795
909
1010
1099
1176
1244
1303
497
630
752
863
962
1051
1129
1198
1259
467
595
712
820
918
1006
1085
1155
1217
439
563
676
781
877
964
1043
1113
1176
414
535
644
745
839
925
1003
1074
1137
509
614
712
804
888
966
1036
1050
485
587
682
771
854
930
947
947
See page 18 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"
75
77
79
80
81
82
79
81
83
85
86
87
88
81
84
86
88
90
91
93
94
82
85
88
90
92
94
96
97
98
82
86
89
92
94
96
98
100
101
102
82
86
90
92
95
97
99
101
103
105
81
86
89
93
95
98
100
102
104
106
85
89
92
95
98
101
103
105
107
84
88
92
95
98
101
103
105
107
83
87
91
94
97
100
103
105
107
81
86
90
93
97
100
102
105
107
80
84
88
92
96
99
102
104
107
78
83
87
91
95
98
101
103
106
81
86
90
93
97
100
103
105
80
84
88
92
95
99
101
104
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
860
1117
1308
1446
1547
1621
757
1004
1197
1345
1457
1543
1608
675
908
1099
1251
1371
1465
1540
1598
608
827
1012
1165
1290
1390
1471
1537
1591
843
1098
1284
1418
1514
1585
741
985
1174
1317
1424
1506
1568
659
889
1076
1224
1338
1428
1498
1553
592
808
990
1138
1258
1353
1429
1491
1540
827
1078
1260
1389
1482
1549
725
966
1150
1288
1391
1468
1526
643
870
1053
1195
1305
1389
1455
1506
576
790
967
1111
1225
1315
1386
1443
1488
552
758
936
1087
1214
1319
1405
1476
1535
1584
536
740
915
1062
1183
1282
1363
1430
1484
1529
520
721
893
1035
1150
1244
1320
1381
1431
1472
506
698
869
1017
1144
1251
1341
1417
1480
1534
490
680
848
992
1114
1216
1300
1370
1429
1478
474
663
827
966
1082
1178
1257
1322
1375
1419
463
647
810
954
1080
1188
1280
1359
1426
1483
448
629
790
930
1051
1153
1240
1313
1375
1427
433
612
769
904
1020
1117
1197
1265
1321
1368
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
602
758
897
1021
1129
1223
1304
1374
1434
563
711
846
967
1074
1169
1251
1323
1386
528
670
800
918
1024
1118
1201
1275
1340
497
633
758
873
977
1070
1154
1228
1295
467
599
720
831
933
1026
1109
1184
1251
440
569
685
793
893
984
1067
1142
1170
541
653
758
855
945
1027
1050
1050
516
624
726
820
908
947
947
947
585
738
874
993
1095
1184
1259
1323
1378
546
692
823
940
1042
1131
1207
1274
1331
511
651
778
891
992
1081
1158
1226
1285
481
614
736
847
946
1034
1112
1181
1241
453
581
698
806
903
991
1069
1138
1199
426
551
664
769
864
950
1028
1097
1159
523
633
734
827
912
989
1050
1050
498
604
702
793
877
947
947
947
567
717
849
963
1060
1142
1211
1269
1319
529
672
799
910
1007
1089
1160
1220
1271
494
631
754
863
958
1041
1112
1173
1226
464
594
713
819
913
995
1066
1128
1182
437
561
676
779
871
952
1024
1086
1141
412
532
642
742
832
913
984
1046
1101
505
611
708
796
875
946
1008
1050
480
583
677
763
841
910
947
947
See page 18 for footnotes
66

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
811
1058
1235
1360
1448
1512
709
946
1126
1259
1357
1429
1484
626
851
1029
1166
1270
1350
1411
1458
560
771
944
1082
1190
1275
1341
1393
1435
40 psf
794
1038
1210
1330
1414
1474
692
926
1101
1228
1321
1390
1441
610
832
1004
1136
1234
1309
1366
1409
543
752
920
1052
1154
1233
1294
1342
1380
50 psf
778
1018
1185
1300
1379
1436
676
906
1075
1197
1285
1349
1396
594
812
979
1104
1197
1267
1319
1359
527
732
895
1021
1117
1190
1246
1289
1323
60 psf
761
997
1159
1269
1344
1397
659
885
1049
1165
1248
1308
1351
577
791
953
1072
1159
1223
1271
1308
510
712
869
988
1078
1145
1195
1234
1265
70 psf
744
976
1132
1237
1308
1358
642
864
1022
1132
1210
1265
1305
560
770
926
1038
1119
1178
1222
1255
494
691
842
954
1037
1098
1143
1178
1205
80 psf
Span Length (ft-in.)
3'-0"
728
954
1105
1204
1272
1318
625
842
994
1099
1171
1222
1259
544
749
898
1003
1078
1132
1171
1201
477
670
814
918
994
1048
1089
1120
1143
504
703
870
1006
1116
1204
1274
1330
1376
1413
488
684
846
977
1081
1162
1227
1278
1318
1351
472
664
822
946
1043
1118
1177
1223
1259
1288
455
644
796
913
1003
1072
1124
1165
1197
1223
439
624
769
879
961
1023
1069
1105
1133
1155
422
602
740
842
916
971
1012
1043
1066
1085
458
644
805
939
1049
1138
1211
1270
1319
1358
442
626
781
910
1013
1096
1163
1216
1260
1295
425
606
757
879
976
1052
1112
1160
1198
1228
409
586
732
846
935
1004
1058
1100
1133
1159
392
566
704
811
892
953
1000
1036
1065
1087
375
544
675
773
845
899
939
970
993
1012
418
594
747
878
987
1077
1152
1213
1264
1306
402
575
724
849
952
1035
1103
1159
1203
1240
386
556
700
819
914
990
1051
1100
1139
1171
369
536
675
786
873
942
996
1038
1071
1098
353
516
647
750
829
889
935
971
999
1022
336
494
618
711
780
832
871
900
923
941
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
550
696
823
931
1021
1096
1159
1212
1256
511
651
773
879
969
1045
1109
1162
1208
477
610
729
832
921
996
1061
1115
1162
446
574
688
789
876
951
1016
1071
1118
419
541
652
749
835
909
973
1029
1076
395
512
618
713
797
870
934
989
1037
485
587
680
761
833
896
951
999
460
559
649
729
799
861
916
947
531
674
795
896
979
1048
1104
1150
1188
493
629
746
845
927
996
1053
1100
1139
459
589
702
798
879
948
1004
1052
1092
428
553
662
755
835
903
959
1007
1047
401
520
625
716
794
860
917
964
1004
377
491
592
680
756
821
877
924
964
464
561
647
721
785
839
885
925
440
533
616
688
750
804
849
888
512
650
765
858
934
995
1044
1084
1117
474
605
716
807
882
942
992
1032
1065
440
565
672
760
833
893
942
982
1015
410
529
632
718
789
847
896
935
968
383
497
595
678
747
804
852
891
923
359
468
562
642
709
764
810
848
880
493
625
732
817
884
937
980
1013
1040
454
580
683
765
831
883
925
958
985
420
540
638
718
781
832
873
906
932
390
504
598
674
735
784
824
855
881
363
471
561
634
692
739
777
808
832
472
597
695
771
830
875
910
937
959
434
552
645
718
774
818
851
878
899
400
511
600
669
722
763
796
821
841
369
475
558
623
673
712
742
766
785
450
566
655
720
769
806
834
856
873
411
520
603
664
710
745
771
791
807
HILTI X-ENP-19
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

67
1.5PLB19
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
971
1268
1480
1628
1733
1808
857
1144
1362
1523
1642
1730
1797
765
1038
1256
1424
1553
1652
1728
1788
690
948
1161
1332
1468
1575
1660
1727
1781
628
870
1077
1248
1387
1500
1592
1665
1726
1775
575
803
1002
1171
1312
1429
1525
1605
1670
1725
530
745
936
1101
1243
1362
1462
1545
1615
1674
694
877
1038
1178
1298
1401
1488
1561
1624
650
824
981
1119
1239
1343
1432
1509
1575
610
777
929
1064
1183
1288
1379
1458
1527
575
735
881
1013
1131
1236
1328
1409
1480
543
696
838
967
1083
1187
1280
1362
1434
513
662
798
924
1038
1141
1234
1316
1390
630
762
884
996
1098
1190
1273
1324
601
728
847
957
1057
1149
1195
1195
See page 18 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"
98
102
104
107
108
110
102
106
109
112
114
116
118
103
108
112
115
118
120
123
124
103
109
113
117
121
123
126
128
130
103
109
114
118
122
125
128
130
133
135
101
108
114
118
122
126
129
132
134
137
100
107
113
118
122
126
130
133
136
138
105
111
117
122
126
130
133
136
139
103
110
116
121
125
129
133
136
139
101
108
114
119
124
128
132
135
138
99
106
112
118
123
127
131
135
138
97
104
110
116
121
126
130
134
137
95
102
108
114
119
124
128
132
136
100
106
112
118
122
127
131
135
98
104
110
116
121
125
129
133
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1033
1349
1574
1732
1843
1923
912
1217
1449
1620
1747
1841
1911
814
1105
1336
1515
1652
1757
1839
1902
734
1008
1235
1417
1561
1675
1765
1837
1894
1017
1329
1549
1702
1809
1886
896
1198
1424
1590
1712
1802
1869
798
1085
1312
1485
1617
1718
1794
1854
718
989
1212
1388
1527
1635
1720
1788
1841
1000
1309
1524
1672
1775
1848
879
1178
1399
1560
1676
1762
1825
782
1066
1287
1455
1581
1677
1749
1805
702
970
1188
1359
1492
1594
1674
1737
1786
668
926
1145
1327
1476
1596
1693
1772
1836
1888
652
907
1123
1300
1442
1557
1648
1722
1781
1829
635
888
1100
1271
1407
1516
1601
1670
1725
1769
612
854
1066
1246
1396
1520
1623
1707
1777
1835
596
836
1044
1219
1363
1482
1578
1657
1722
1775
580
818
1022
1191
1329
1441
1532
1605
1664
1713
564
792
995
1172
1322
1449
1555
1644
1718
1781
548
775
974
1146
1290
1411
1511
1594
1663
1721
532
757
952
1118
1257
1371
1465
1542
1605
1658
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
738
933
1104
1253
1381
1490
1583
1661
1728
691
877
1043
1190
1318
1428
1524
1605
1675
649
827
988
1132
1259
1370
1467
1551
1624
612
782
937
1078
1204
1315
1413
1499
1574
578
741
891
1028
1152
1263
1361
1449
1526
546
704
849
983
1104
1214
1313
1400
1475
670
810
940
1060
1168
1266
1324
1324
640
775
901
1018
1125
1195
1195
1195
721
912
1079
1223
1344
1447
1533
1606
1667
674
857
1019
1160
1282
1386
1475
1551
1615
632
807
964
1103
1224
1329
1420
1497
1564
595
762
914
1050
1170
1275
1367
1446
1515
561
722
869
1001
1120
1224
1316
1397
1468
531
685
827
956
1073
1177
1269
1350
1422
652
789
915
1029
1132
1224
1305
1324
621
754
876
988
1090
1181
1195
1195
703
891
1053
1190
1305
1402
1481
1548
1604
656
836
993
1129
1244
1342
1424
1493
1551
614
786
939
1072
1187
1285
1369
1440
1500
577
742
890
1020
1134
1232
1317
1389
1451
544
702
845
972
1085
1182
1267
1341
1404
514
666
804
928
1038
1136
1221
1295
1359
633
766
887
996
1092
1177
1251
1316
602
731
849
956
1051
1135
1195
1195
See page 18 for footnotes
68

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
984
1288
1498
1641
1740
1810
863
1157
1374
1529
1640
1721
1781
765
1046
1262
1424
1545
1635
1703
1755
686
951
1163
1328
1455
1552
1627
1685
1731
40 psf
967
1267
1472
1610
1705
1771
847
1137
1347
1497
1603
1680
1736
749
1026
1236
1392
1507
1592
1656
1704
669
931
1138
1297
1417
1508
1578
1632
1674
50 psf
951
1246
1445
1578
1669
1732
830
1116
1321
1464
1566
1638
1691
732
1005
1210
1359
1468
1548
1607
1652
653
911
1112
1264
1378
1463
1527
1577
1615
60 psf
934
1225
1418
1546
1632
1692
813
1095
1293
1431
1527
1595
1645
716
984
1183
1326
1428
1503
1558
1599
636
890
1085
1230
1337
1416
1475
1521
1556
70 psf
917
1203
1391
1513
1595
1651
796
1073
1265
1397
1488
1552
1598
699
963
1155
1291
1387
1457
1508
1546
620
869
1057
1195
1295
1368
1422
1463
1495
80 psf
Span Length (ft-in.)
3'-0"
900
1181
1363
1480
1558
1611
779
1051
1237
1362
1448
1507
1550
682
941
1126
1255
1345
1409
1456
1491
603
847
1028
1158
1251
1318
1367
1404
1432
619
869
1076
1241
1371
1473
1553
1617
1667
1708
603
850
1051
1210
1333
1429
1503
1561
1607
1644
587
830
1025
1177
1294
1383
1451
1504
1546
1579
570
810
999
1143
1252
1335
1397
1445
1483
1512
554
789
971
1108
1209
1284
1341
1384
1418
1444
537
767
942
1070
1164
1232
1283
1321
1351
1374
564
799
998
1162
1293
1399
1483
1550
1605
1649
547
780
974
1131
1256
1354
1432
1494
1543
1583
531
760
949
1099
1216
1308
1379
1435
1479
1515
515
740
923
1065
1175
1258
1323
1373
1413
1444
498
719
895
1029
1130
1207
1265
1309
1344
1371
481
698
866
991
1084
1152
1204
1243
1273
1296
516
738
930
1090
1222
1329
1416
1487
1545
1592
500
719
906
1060
1185
1285
1365
1429
1481
1524
484
700
881
1028
1145
1238
1311
1369
1415
1453
467
680
855
994
1103
1188
1254
1305
1346
1379
451
659
827
958
1058
1135
1193
1238
1274
1302
434
638
798
919
1010
1078
1129
1168
1198
1222
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
685
868
1025
1156
1264
1353
1426
1487
1537
638
814
966
1095
1204
1294
1369
1431
1484
597
765
913
1039
1147
1238
1314
1378
1432
560
721
864
988
1095
1186
1263
1328
1383
527
681
820
941
1046
1136
1214
1280
1336
497
645
779
897
1001
1090
1167
1234
1291
612
742
857
958
1047
1124
1190
1248
582
707
820
919
1006
1083
1149
1195
666
845
996
1119
1220
1302
1368
1422
1467
620
791
937
1059
1160
1242
1310
1366
1412
578
743
884
1004
1104
1187
1255
1312
1359
542
699
836
953
1052
1134
1203
1261
1309
509
659
792
906
1003
1085
1154
1212
1261
479
624
752
863
958
1039
1108
1166
1215
591
715
823
916
996
1064
1122
1171
561
681
786
877
956
1023
1080
1129
647
821
964
1080
1173
1247
1306
1354
1393
601
767
906
1020
1112
1187
1247
1296
1336
560
719
853
965
1056
1131
1191
1241
1281
523
675
806
914
1004
1078
1138
1188
1229
490
636
762
868
956
1028
1088
1138
1179
460
600
722
824
910
982
1041
1090
1131
568
685
784
868
938
996
1045
1085
538
651
747
829
897
954
1002
1041
627
795
930
1038
1122
1188
1241
1282
1316
581
741
872
977
1061
1127
1179
1222
1256
540
693
820
922
1004
1069
1122
1164
1198
503
650
772
871
951
1015
1067
1108
1142
471
611
728
824
902
964
1015
1056
1089
441
575
687
780
855
916
965
1005
1038
607
767
894
992
1067
1125
1171
1206
1235
560
714
836
931
1005
1062
1107
1142
1170
519
665
782
874
946
1002
1046
1081
1108
483
622
734
822
891
945
988
1022
1049
450
582
689
774
840
892
933
965
991
585
738
854
942
1008
1058
1097
1126
1150
539
683
795
879
943
991
1029
1058
1080
497
635
740
821
882
928
964
991
1013
461
590
690
766
824
867
901
927
948
HILTI X-ENP-19
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

69
1.5PLB18
Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
1122
1468
1708
1873
1986
2066
992
1329
1578
1759
1889
1984
2055
886
1208
1459
1650
1793
1901
1983
2046
800
1105
1353
1548
1700
1818
1910
1982
2039
728
1016
1257
1454
1612
1737
1837
1917
1981
2034
667
939
1172
1368
1528
1659
1766
1852
1923
1981
615
872
1096
1289
1450
1585
1696
1788
1864
1927
813
1029
1217
1378
1514
1629
1725
1806
1874
761
968
1151
1311
1448
1565
1665
1749
1821
715
913
1091
1248
1385
1504
1606
1694
1769
674
864
1037
1191
1327
1446
1550
1640
1718
637
820
986
1137
1272
1391
1496
1588
1668
604
779
941
1088
1220
1339
1444
1537
1620
742
898
1042
1172
1290
1395
1489
1573
709
860
999
1127
1244
1349
1443
1447
See page 18 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"
121
127
131
134
137
139
124
130
135
140
143
146
148
124
132
138
143
147
150
153
156
123
132
139
145
149
153
157
160
162
122
131
139
145
150
155
159
162
165
168
120
130
138
145
150
155
160
164
167
170
117
128
136
144
150
155
160
164
168
171
125
134
142
149
154
159
164
168
171
123
132
140
147
153
159
163
168
171
120
130
138
145
152
157
162
167
171
117
127
136
143
150
156
161
166
170
114
124
133
141
148
154
159
164
169
111
122
131
138
145
152
157
162
167
119
128
136
143
150
155
161
165
116
125
134
141
147
153
159
164
See page 18 for footnotes
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1193
1562
1817
1992
2113
2198
1055
1413
1679
1871
2010
2111
2186
943
1285
1553
1755
1908
2022
2110
2177
851
1175
1439
1647
1809
1934
2032
2109
2170
1177
1541
1792
1961
2078
2160
1039
1393
1653
1840
1974
2071
2142
927
1266
1528
1724
1871
1981
2064
2128
835
1156
1415
1617
1773
1892
1985
2057
2115
1161
1521
1765
1930
2042
2121
1022
1373
1627
1808
1937
2030
2098
910
1246
1502
1693
1834
1939
2017
2077
819
1137
1390
1586
1735
1850
1937
2005
2058
774
1081
1338
1547
1715
1848
1954
2039
2108
2163
758
1062
1314
1518
1679
1807
1907
1987
2051
2103
742
1043
1290
1487
1642
1764
1859
1933
1993
2041
710
999
1247
1455
1626
1765
1878
1970
2045
2107
694
980
1224
1427
1591
1724
1831
1918
1988
2045
678
962
1201
1397
1555
1682
1782
1863
1928
1981
655
927
1166
1371
1543
1686
1804
1902
1983
2050
639
909
1144
1344
1509
1646
1758
1850
1925
1987
623
891
1122
1315
1474
1604
1709
1795
1865
1922
No Uplift
3'-6"
10 psf
Span Length (ft-in.)
3'-0"
20 psf
HILTI X-ENP-19
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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"
865
1094
1294
1466
1611
1733
1835
1921
1994
809
1030
1225
1394
1540
1665
1771
1861
1937
761
972
1161
1328
1474
1600
1708
1802
1882
717
919
1103
1267
1411
1538
1648
1744
1827
678
872
1049
1210
1353
1480
1591
1689
1774
643
829
1001
1157
1298
1424
1536
1636
1723
790
956
1108
1247
1372
1484
1584
1603
754
914
1063
1199
1323
1435
1447
1447
847
1073
1268
1433
1572
1687
1783
1863
1930
792
1009
1199
1363
1502
1620
1719
1803
1874
743
951
1136
1298
1437
1556
1658
1745
1818
700
899
1079
1237
1376
1496
1599
1688
1765
661
852
1026
1181
1318
1439
1543
1634
1712
626
810
978
1130
1265
1384
1490
1582
1662
771
933
1082
1215
1334
1439
1532
1603
735
893
1037
1168
1285
1390
1447
1447
829
1051
1240
1399
1531
1639
1729
1803
1864
774
987
1172
1330
1462
1573
1665
1742
1807
726
930
1110
1265
1398
1510
1604
1684
1751
683
879
1053
1206
1338
1450
1546
1628
1698
644
832
1001
1151
1281
1394
1491
1575
1646
609
790
954
1100
1229
1341
1439
1523
1596
751
910
1053
1179
1291
1389
1474
1548
716
870
1009
1133
1244
1342
1427
1447
See page 18 for footnotes
70

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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
1144
1500
1739
1898
2007
2082
1006
1352
1601
1776
1899
1988
2053
894
1226
1476
1661
1796
1895
1970
2026
802
1117
1365
1554
1697
1805
1888
1952
2001
40 psf
1127
1478
1712
1866
1970
2042
989
1331
1574
1743
1861
1946
2007
878
1205
1450
1628
1757
1851
1921
1974
786
1097
1339
1521
1658
1760
1838
1897
1943
50 psf
1111
1457
1684
1834
1934
2002
973
1310
1546
1710
1823
1903
1961
861
1184
1422
1594
1717
1806
1872
1921
769
1076
1312
1488
1617
1714
1786
1841
1884
60 psf
1094
1435
1657
1801
1896
1962
956
1288
1518
1675
1783
1859
1914
844
1163
1395
1559
1676
1760
1822
1868
753
1055
1284
1453
1576
1666
1733
1784
1823
70 psf
1077
1412
1628
1767
1859
1921
939
1266
1490
1641
1743
1815
1866
828
1141
1366
1524
1634
1713
1771
1813
736
1034
1256
1417
1533
1617
1679
1726
1762
80 psf
Span Length (ft-in.)
3'-0"
1060
1390
1600
1733
1821
1880
922
1244
1461
1605
1703
1770
1818
811
1119
1337
1487
1592
1665
1719
1758
719
1012
1226
1379
1488
1567
1624
1667
1699
726
1023
1265
1456
1605
1719
1808
1878
1934
1978
710
1004
1240
1424
1565
1674
1757
1822
1873
1913
693
983
1214
1391
1525
1626
1704
1763
1810
1847
677
963
1187
1356
1482
1577
1649
1704
1746
1780
660
942
1158
1319
1438
1526
1592
1642
1681
1711
643
920
1129
1282
1393
1474
1534
1579
1613
1640
662
943
1177
1367
1518
1637
1732
1807
1867
1915
645
923
1152
1335
1479
1591
1679
1749
1804
1848
629
903
1126
1302
1438
1543
1625
1688
1739
1779
613
883
1100
1268
1396
1493
1568
1626
1671
1707
596
862
1072
1231
1351
1441
1509
1562
1602
1634
579
840
1042
1193
1304
1387
1448
1495
1531
1559
607
872
1098
1286
1438
1560
1659
1738
1802
1854
591
853
1074
1255
1399
1514
1606
1679
1737
1784
574
833
1049
1222
1359
1466
1550
1617
1670
1712
558
813
1022
1187
1316
1415
1492
1552
1600
1638
542
793
994
1151
1271
1362
1431
1485
1527
1560
525
771
965
1112
1223
1305
1367
1415
1452
1481
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
810
1028
1211
1363
1488
1589
1672
1739
1795
756
965
1144
1295
1420
1523
1608
1678
1737
708
908
1083
1231
1356
1460
1547
1620
1681
665
857
1026
1172
1297
1401
1490
1564
1627
626
811
975
1118
1241
1346
1435
1511
1575
591
769
928
1068
1189
1294
1383
1460
1525
731
885
1021
1141
1244
1334
1411
1477
696
845
978
1095
1198
1287
1364
1431
792
1004
1181
1325
1442
1536
1611
1673
1723
737
942
1114
1257
1374
1470
1547
1611
1663
689
885
1053
1194
1311
1407
1487
1552
1606
647
835
998
1136
1252
1349
1429
1495
1551
608
789
947
1082
1197
1293
1374
1442
1498
574
747
900
1033
1146
1241
1322
1390
1447
709
857
987
1098
1192
1273
1341
1399
674
818
944
1053
1146
1226
1294
1352
772
979
1149
1285
1393
1480
1548
1604
1648
718
917
1083
1217
1326
1413
1483
1540
1586
671
861
1022
1155
1263
1350
1422
1480
1527
628
811
967
1097
1204
1291
1363
1422
1470
590
765
916
1043
1149
1236
1307
1367
1416
555
724
870
994
1097
1184
1255
1314
1363
686
827
948
1049
1134
1205
1264
1313
651
788
905
1004
1088
1158
1216
1265
752
953
1115
1242
1342
1420
1482
1531
1570
699
891
1049
1174
1274
1353
1415
1465
1506
651
836
988
1112
1210
1289
1352
1402
1444
608
786
933
1054
1151
1229
1292
1343
1384
570
740
883
1000
1095
1172
1235
1285
1327
536
699
836
950
1043
1119
1180
1231
1272
661
794
904
995
1069
1129
1178
1219
626
754
861
949
1021
1080
1128
1168
732
926
1078
1196
1287
1358
1412
1455
1489
678
864
1012
1128
1218
1288
1343
1386
1421
631
808
952
1065
1153
1222
1277
1320
1355
588
758
896
1006
1092
1161
1214
1257
1292
550
712
845
951
1036
1102
1155
1197
1231
516
671
798
901
982
1047
1098
1139
1172
710
896
1039
1147
1229
1291
1339
1376
1405
657
834
972
1078
1158
1219
1266
1303
1332
609
778
911
1013
1091
1151
1197
1233
1262
567
728
855
953
1028
1086
1131
1166
1194
528
682
803
897
969
1024
1067
1101
1128
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

71
HILTI X-ENP-19
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
1.5PLB with #12 Screws
1.5PLB22
#12 Screws @ Supports ≥ 0.109"
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"
432
544
609
647
671
687
388
504
576
622
652
672
685
351
467
545
596
631
655
672
684
320
434
515
570
609
637
657
672
683
293
404
486
545
588
619
642
659
672
682
270
377
460
521
567
600
626
645
660
672
250
353
435
498
546
582
610
631
648
661
332
412
476
525
564
594
617
635
650
312
391
455
506
546
578
603
623
639
295
372
436
487
529
562
588
610
627
279
354
417
469
512
546
574
597
616
265
338
400
452
495
531
560
584
604
252
323
384
436
480
516
546
571
592
309
369
421
465
502
533
559
581
296
355
406
450
488
520
546
569
See page 18 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"
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
11
11
12
12
12
12
12
12
13
13
13
13
13
13
13
13
13
14
14
14
14
14
14
14
14
14
14
15
15
15
15
15
15
15
14
15
15
16
16
16
16
16
16
17
16
16
16
17
17
17
17
17
18
16
17
17
18
18
18
18
18
19
17
17
18
18
19
19
19
19
20
17
18
19
19
19
20
20
20
20
18
19
19
20
20
20
21
21
21
18
19
20
20
21
21
22
22
22
19
20
21
21
22
22
23
23
20
21
21
22
22
23
23
23
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
459
578
647
689
714
731
413
536
613
662
693
714
729
373
497
579
634
671
696
714
728
340
462
547
607
648
678
699
715
726
454
572
639
679
704
721
405
526
601
647
677
697
711
364
485
564
615
649
673
689
701
329
447
529
584
622
649
667
681
692
431
541
601
636
657
671
382
494
561
600
625
641
653
341
453
523
566
594
613
625
635
306
416
488
534
564
585
599
609
617
312
430
517
580
625
658
682
701
715
725
300
414
497
555
596
625
646
662
674
683
277
383
455
503
535
557
573
585
593
600
287
401
489
554
603
639
666
686
702
715
275
385
467
527
570
602
625
642
656
666
252
354
426
475
508
532
548
560
570
577
266
376
463
530
581
619
649
671
689
703
253
359
440
501
546
579
604
623
638
649
230
328
399
448
482
507
524
537
547
554
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
353
439
506
559
600
631
656
676
692
332
416
484
538
581
614
641
662
680
314
396
463
518
562
598
626
649
667
297
377
444
499
544
581
611
635
655
282
360
426
481
527
565
596
622
643
268
343
409
464
510
549
581
608
630
329
393
448
494
534
567
595
618
315
378
432
479
519
553
581
606
335
416
477
523
558
584
604
620
632
314
393
454
501
537
564
586
603
616
296
372
433
480
517
546
568
586
600
279
353
413
461
498
527
551
569
584
263
336
395
442
480
510
534
553
568
249
320
378
425
463
493
518
537
553
305
362
409
447
477
502
522
539
291
347
393
431
462
487
508
524
305
375
424
458
483
501
514
524
532
285
352
401
435
460
479
492
503
511
266
332
379
414
439
457
471
482
490
249
313
359
393
418
437
451
461
469
234
295
341
374
399
417
431
441
450
220
279
323
356
380
398
412
422
430
264
307
339
362
380
393
403
411
251
292
322
345
362
375
385
392
See page 18 for footnotes
72

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



#12 Screws @ Supports ≥ 0.109"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
407
508
561
591
608
620
358
461
518
551
571
584
593
316
419
478
514
535
550
559
566
282
382
442
478
501
516
527
534
540
40 psf
382
474
520
544
559
568
332
425
473
500
515
525
532
291
382
430
458
474
484
491
496
256
343
391
418
434
444
451
456
459
50 psf
356
438
476
496
507
514
306
387
425
446
457
464
469
264
341
378
397
409
415
420
423
228
299
334
351
362
368
372
375
377
60 psf
329
400
431
446
455
460
278
345
374
389
397
402
405
234
295
321
333
340
344
347
348
196
248
269
279
284
287
289
291
292
227
319
378
415
438
454
465
473
478
483
201
278
321
345
359
368
374
379
382
384
171
226
251
264
270
275
277
279
280
281
130
157
167
170
172
173
174
175
175
175
206
293
350
386
409
424
435
443
449
453
179
250
289
311
324
332
337
341
344
346
146
192
211
220
225
228
230
231
232
233
95
109
113
115
115
116
116
116
116
116
300
360
384
395
401
405
247
299
320
329
334
337
339
200
242
258
264
268
270
272
272
157
186
196
200
202
203
204
204
205
253
349
408
445
469
485
495
503
509
513
227
309
355
380
396
406
412
417
420
423
198
262
292
307
316
321
324
327
328
330
162
203
218
225
228
231
232
233
233
234
113
128
133
134
135
135
136
136
136
136
270
317
334
342
346
349
212
249
261
267
270
271
272
159
182
189
192
193
194
195
195
103
112
115
115
116
116
116
116
116
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
270
324
359
381
396
407
414
420
424
249
300
333
354
369
379
386
391
395
230
278
309
329
342
352
358
363
367
212
257
286
304
317
325
331
335
339
196
237
264
280
291
299
304
308
311
180
218
242
257
266
273
277
281
283
200
221
233
241
247
251
254
256
182
199
210
217
221
224
226
228
224
259
278
289
296
300
303
306
307
200
229
245
254
260
264
266
268
269
176
201
213
220
224
227
229
230
231
153
171
180
185
188
190
192
192
193
128
141
147
150
152
153
154
154
155
102
109
112
114
114
115
115
116
116
158
171
177
180
182
183
184
184
184
122
129
132
134
134
135
135
136
136
#12 SCREWS
3'-6"
70 psf
Span Length (ft-in.)
3'-0"
80 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
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

73
1.5PLB20
#12 Screws @ Supports ≥ 0.109"
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"
553
692
766
807
832
848
500
647
731
781
812
832
846
454
604
697
754
791
816
833
845
415
564
663
727
769
798
818
833
844
382
528
630
699
746
779
803
820
833
843
353
496
599
672
724
760
787
807
822
833
327
466
570
646
701
741
771
793
810
823
439
543
621
679
722
754
778
797
812
414
517
597
657
702
737
764
785
801
392
494
573
635
683
720
749
772
790
372
471
551
615
664
703
734
758
778
354
451
531
595
646
686
719
745
766
337
432
511
576
628
670
704
731
754
414
492
557
610
654
689
718
742
398
475
540
593
638
674
704
729
See page 18 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"
14
14
14
14
14
14
15
16
16
16
16
16
16
17
17
18
18
18
18
18
18
18
19
19
20
20
20
20
20
20
19
20
21
21
22
22
22
22
22
22
20
21
22
23
23
23
24
24
24
24
21
23
23
24
24
25
25
25
26
26
23
24
25
26
26
27
27
27
27
24
25
26
27
27
28
28
29
29
25
26
27
28
29
29
30
30
30
25
27
28
29
30
30
31
31
31
26
28
29
30
31
31
32
32
33
26
28
29
30
31
32
33
33
34
28
30
31
32
33
34
34
35
29
30
32
33
34
34
35
36
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
588
736
815
859
885
902
532
688
778
831
864
886
900
483
642
741
802
842
868
886
899
442
600
705
773
818
849
871
886
898
582
728
804
847
872
889
522
675
761
812
843
863
877
471
626
720
777
813
837
853
865
428
582
680
743
783
811
830
844
854
552
687
754
791
812
826
492
633
708
751
776
792
803
442
584
665
712
741
760
772
781
399
539
624
675
707
727
742
752
759
406
562
670
744
794
829
854
873
886
897
391
542
643
709
754
785
806
822
834
843
362
500
586
639
673
696
712
723
731
737
375
527
637
715
770
809
837
858
874
887
359
505
608
678
726
759
783
801
814
824
330
464
550
606
642
666
683
695
704
710
348
496
606
687
746
788
820
844
862
876
331
473
576
648
698
734
760
780
794
805
302
432
518
574
611
637
654
667
677
684
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
467
577
660
722
768
802
828
848
864
441
550
635
699
747
784
813
835
852
417
525
610
676
727
766
797
821
840
396
502
587
654
707
748
781
807
828
376
480
564
633
687
730
765
792
815
358
459
544
612
668
713
749
778
802
440
524
593
649
695
733
764
789
423
505
574
631
679
717
749
776
444
546
619
672
710
738
759
774
787
417
518
592
646
686
716
738
755
768
393
492
567
622
663
694
718
736
750
372
468
543
599
641
673
698
717
732
352
447
520
577
620
653
679
699
715
334
426
499
556
600
634
660
681
697
407
480
536
580
615
642
663
680
390
461
517
562
597
624
646
664
403
488
545
583
609
627
640
650
658
377
460
517
555
582
600
614
624
632
353
435
491
529
556
575
589
599
607
332
411
466
504
531
550
564
574
582
312
389
443
480
507
526
540
550
558
294
369
421
458
484
502
516
526
534
350
400
436
461
480
493
503
511
332
381
415
440
458
471
481
488
See page 18 for footnotes
74

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



#12 Screws @ Supports ≥ 0.109"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
521
644
702
733
750
761
461
588
652
687
707
720
728
410
538
605
643
665
679
689
695
367
493
562
601
625
640
650
657
662
40 psf
489
599
648
673
687
696
429
540
593
620
636
645
652
377
488
542
570
586
596
602
607
334
441
494
522
538
548
554
559
562
50 psf
455
552
592
612
623
630
394
489
531
551
562
569
574
342
433
473
492
503
510
514
517
297
381
418
436
445
451
455
458
459
60 psf
420
502
534
549
558
563
357
434
465
479
487
491
494
302
371
398
410
417
421
423
425
254
312
334
343
348
351
353
354
355
299
416
484
524
549
564
575
583
588
592
264
359
406
431
446
455
460
464
467
469
223
288
314
326
333
337
339
341
342
343
167
196
205
209
210
211
212
212
213
213
271
383
450
489
513
529
539
547
552
556
236
323
366
389
401
409
414
418
420
422
191
243
263
272
277
279
281
282
283
284
121
135
138
140
140
141
141
141
141
141
383
450
474
485
491
494
316
374
395
404
409
412
413
256
302
318
324
328
330
331
332
200
231
241
244
246
247
248
249
249
331
452
522
562
586
601
612
619
625
629
297
398
449
476
491
501
507
511
514
517
258
333
365
380
389
394
397
399
401
402
210
254
270
276
279
281
283
283
284
284
143
158
162
164
164
165
165
165
165
165
342
394
411
419
423
425
269
309
321
327
329
331
332
201
225
231
234
235
236
237
237
129
138
140
141
141
141
141
141
141
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
354
417
455
479
494
504
511
517
520
327
387
423
446
460
470
477
482
485
302
359
393
414
427
436
442
447
451
279
332
363
382
395
403
409
413
416
258
306
335
352
363
370
375
379
382
238
282
307
322
331
338
342
345
348
257
279
292
300
305
309
311
313
233
251
262
268
273
276
278
279
290
328
347
358
365
369
372
374
376
258
290
306
315
320
324
326
328
329
226
252
265
272
276
278
280
281
282
195
215
224
228
231
233
234
235
235
163
175
181
184
186
187
187
188
188
127
134
137
139
140
140
140
141
141
199
212
217
220
222
223
224
224
224
152
159
162
163
164
164
165
165
165
101
103
104
105
105
105
105
105
105
#12 SCREWS
3'-6"
70 psf
Span Length (ft-in.)
3'-0"
80 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
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

75
1.5PLB19
#12 Screws @ Supports ≥ 0.109"
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"
667
829
911
955
981
998
605
779
874
928
961
982
996
552
731
837
900
939
965
983
995
505
686
799
870
916
947
968
983
994
465
644
763
841
892
927
952
970
983
994
430
606
728
811
868
907
936
956
972
984
400
571
695
782
843
887
919
942
960
973
539
664
754
819
866
901
927
947
962
510
634
727
795
845
883
912
934
951
484
606
700
771
825
865
896
920
939
459
580
675
748
804
847
880
906
927
437
556
651
726
784
829
864
892
914
417
534
628
704
764
811
848
878
901
512
607
683
744
793
832
863
889
493
586
663
725
775
816
849
876
See page 18 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"
19
20
20
20
21
21
22
22
23
23
23
24
24
24
25
25
26
26
26
26
27
25
27
28
28
29
29
29
29
29
27
29
30
30
31
31
32
32
32
32
28
30
31
32
33
33
34
34
34
35
29
31
33
34
35
35
36
36
37
37
32
34
35
36
37
38
38
39
39
33
35
37
38
39
40
40
41
41
34
36
38
39
40
41
42
42
43
35
37
39
41
42
43
43
44
45
35
38
40
42
43
44
45
46
46
35
38
41
42
44
45
46
47
48
39
41
43
45
46
47
48
49
39
42
44
46
47
48
49
50
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
709
882
969
1016
1044
1061
644
829
930
988
1023
1045
1060
587
778
890
957
999
1027
1045
1059
538
730
850
926
975
1007
1030
1046
1058
702
872
957
1002
1029
1046
632
813
910
964
997
1018
1032
572
757
863
926
964
989
1006
1018
521
706
819
888
932
961
981
995
1005
665
822
896
935
957
971
596
761
844
890
917
933
944
536
705
795
846
877
896
909
918
485
653
749
804
838
860
875
885
892
495
685
812
894
949
987
1013
1032
1046
1057
477
660
777
852
900
932
955
971
983
992
442
607
706
764
801
825
841
852
860
867
458
645
775
863
923
965
995
1017
1034
1047
439
618
737
816
868
904
929
948
961
971
404
565
665
726
765
790
807
820
829
836
425
608
739
832
897
944
977
1002
1021
1035
405
579
700
782
838
876
904
924
939
951
371
528
627
690
730
757
775
788
798
805
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
574
706
802
871
922
958
986
1007
1024
543
675
773
846
899
939
970
993
1011
514
645
745
820
877
920
953
979
999
489
618
718
796
855
901
936
964
986
465
592
693
772
834
882
919
949
973
443
568
669
749
812
862
902
934
959
545
645
727
792
843
885
918
945
524
623
705
771
825
868
903
931
545
666
750
808
849
879
901
917
930
513
633
719
779
823
854
878
896
909
485
603
690
752
797
830
855
874
889
459
575
662
726
772
807
833
853
869
435
549
636
700
748
784
811
832
849
413
525
611
676
725
762
790
812
829
503
588
653
703
741
770
792
810
482
566
631
681
720
750
773
792
493
592
656
697
724
743
757
767
775
462
560
623
665
693
713
727
737
745
434
530
593
634
663
683
697
708
716
408
502
564
605
634
654
668
679
687
385
475
536
577
606
626
640
651
659
363
451
510
551
579
598
612
623
631
428
486
525
552
571
585
596
604
407
462
500
527
545
559
569
577
See page 18 for footnotes
76

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



#12 Screws @ Supports ≥ 0.109"
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
30 psf
628
769
833
865
883
894
558
706
776
813
834
847
855
499
648
723
762
786
800
809
816
448
595
672
714
739
754
765
772
777
40 psf
589
714
768
794
808
817
518
647
704
733
749
758
764
458
586
644
674
690
701
707
712
407
530
588
618
634
644
651
655
659
50 psf
548
657
700
721
732
739
476
584
628
650
661
668
672
414
518
560
581
592
598
602
605
361
456
495
514
524
530
534
536
538
60 psf
505
596
630
646
654
659
430
517
549
563
571
576
579
365
442
470
483
489
493
496
497
307
371
394
403
408
411
413
414
415
366
505
582
625
651
667
678
685
691
695
323
433
485
511
526
535
541
545
548
550
272
344
372
384
391
395
397
399
400
401
201
232
241
245
246
247
248
248
249
249
333
466
541
584
609
625
636
643
649
653
289
390
437
461
474
482
487
490
493
495
232
291
311
320
325
327
329
330
331
332
144
159
162
163
164
164
165
165
165
165
459
533
558
569
575
579
379
444
465
474
479
482
484
308
358
374
380
384
386
387
388
240
273
283
286
288
289
290
290
291
404
548
625
669
694
710
721
728
734
737
362
480
535
564
579
589
595
600
603
605
314
399
433
449
457
462
465
467
469
470
253
302
318
324
328
329
331
331
332
332
170
186
190
191
192
193
193
193
193
193
410
466
484
491
495
497
322
365
378
383
385
387
388
239
265
271
274
275
276
277
277
152
161
164
164
165
165
165
165
165
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
431
503
544
569
584
595
602
607
611
399
467
506
530
544
554
561
566
570
369
433
470
492
505
515
521
526
529
341
401
434
454
467
475
481
485
489
315
369
400
418
429
437
442
445
448
290
339
366
382
392
398
402
406
408
309
333
346
354
359
363
366
368
280
299
310
317
321
324
326
327
350
391
411
422
429
433
436
438
440
311
345
362
371
376
380
382
384
385
272
300
313
320
324
326
328
329
330
234
254
264
268
271
273
274
275
275
194
207
213
216
218
219
219
220
220
151
158
161
163
163
164
164
164
165
107
108
108
108
109
109
109
109
236
250
255
258
260
261
262
262
262
180
187
189
191
192
192
192
193
193
119
121
122
122
123
123
123
123
123
#12 SCREWS
3'-6"
70 psf
Span Length (ft-in.)
3'-0"
80 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
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

77
1.5PLB18
#12 Screws @ Supports ≥ 0.109"
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"
772
956
1045
1092
1120
1137
703
901
1006
1064
1099
1121
1135
642
848
965
1034
1076
1103
1121
1134
589
798
925
1002
1051
1084
1106
1122
1133
543
751
885
971
1026
1064
1090
1108
1122
1133
503
708
847
939
1000
1043
1072
1094
1110
1123
468
668
810
907
974
1021
1054
1079
1098
1112
632
775
876
948
999
1036
1063
1084
1100
599
742
846
921
976
1017
1047
1070
1088
568
710
817
896
954
998
1031
1056
1076
540
681
789
870
932
978
1014
1041
1063
515
653
762
846
910
959
997
1027
1050
491
627
736
822
888
939
980
1011
1037
603
712
798
866
920
962
996
1023
580
688
776
845
901
945
981
1009
See page 18 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"
26
27
27
28
28
28
29
30
31
31
32
32
32
31
33
34
35
35
35
36
36
33
35
37
38
38
39
39
39
40
35
38
39
40
41
42
42
43
43
43
36
39
41
43
44
45
45
46
46
46
37
41
43
45
46
47
48
48
49
49
42
45
47
48
49
50
51
52
52
43
46
49
50
51
52
53
54
55
44
48
50
52
53
55
55
56
57
45
49
51
53
55
56
57
58
59
45
49
52
55
56
58
59
60
61
45
50
53
56
58
59
61
62
63
50
54
57
59
61
62
64
65
51
54
57
60
62
64
65
66
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
821
1017
1112
1162
1191
1209
747
958
1070
1132
1169
1192
1208
683
902
1027
1100
1144
1173
1193
1207
626
849
984
1066
1119
1153
1177
1193
1206
813
1005
1097
1146
1174
1191
734
939
1046
1105
1139
1161
1175
666
878
996
1063
1104
1130
1148
1160
607
821
947
1022
1069
1099
1120
1135
1145
770
946
1026
1067
1091
1105
692
878
970
1018
1046
1064
1075
624
816
916
970
1002
1023
1036
1045
566
758
864
924
960
982
998
1008
1016
577
799
942
1032
1092
1131
1159
1179
1194
1205
557
769
900
982
1034
1068
1092
1109
1121
1130
516
706
815
879
918
943
960
971
980
986
535
753
901
999
1064
1109
1141
1164
1181
1194
513
721
856
943
999
1037
1064
1083
1097
1108
472
659
770
836
878
904
922
935
945
951
497
711
862
965
1036
1086
1122
1148
1168
1183
474
677
815
905
966
1007
1036
1057
1073
1085
434
616
728
796
839
867
886
900
910
917
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
672
824
932
1008
1062
1102
1131
1153
1171
637
789
900
980
1039
1082
1114
1139
1158
604
756
869
953
1015
1061
1096
1124
1145
575
724
839
926
991
1041
1078
1108
1131
547
695
811
900
968
1020
1060
1092
1117
522
667
783
874
944
999
1042
1076
1103
642
757
849
922
979
1024
1060
1088
617
732
825
899
958
1005
1043
1074
638
776
869
933
977
1009
1032
1049
1062
602
739
835
901
948
982
1006
1025
1039
569
705
802
871
920
955
981
1001
1017
539
674
771
841
892
929
957
978
994
512
644
742
813
865
904
933
955
972
486
616
714
786
840
879
910
933
951
591
688
760
815
856
887
911
930
567
663
736
791
832
864
889
909
577
688
757
801
831
851
865
875
883
541
651
721
765
795
816
831
841
850
509
617
686
731
761
782
797
808
817
479
585
653
698
728
749
765
776
784
452
555
622
666
696
717
732
744
752
427
526
592
636
665
686
701
712
720
500
564
606
635
656
670
681
689
475
537
578
606
626
640
651
659
See page 18 for footnotes
78

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



#12 Screws @ Supports ≥ 0.109"
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
727
885
953
987
1006
1018
648
814
890
929
951
964
973
580
749
830
873
897
912
922
928
522
690
774
819
844
860
871
878
883
40 psf
681
821
878
905
920
929
601
745
806
836
853
863
869
533
676
739
770
787
798
804
809
474
613
675
706
723
734
741
745
748
50 psf
634
754
800
821
833
840
552
671
719
741
752
759
764
481
596
641
662
674
680
685
688
419
525
567
586
597
603
606
609
611
60 psf
583
683
719
735
744
749
498
592
626
642
650
654
657
423
507
537
550
557
560
563
565
356
426
449
459
464
467
469
470
471
70 psf
438
508
530
540
545
547
549
355
409
426
433
436
438
439
440
277
312
322
325
327
328
329
330
330
428
587
671
718
745
762
773
781
786
790
378
501
557
585
600
610
616
620
622
625
316
396
425
438
445
449
451
453
454
455
232
265
274
278
280
281
281
282
282
282
103
107
107
107
108
108
108
108
108
108
390
543
625
670
697
714
725
733
738
743
338
452
502
527
541
549
554
558
560
562
270
334
355
365
369
372
374
375
376
376
166
181
184
186
186
187
187
187
187
187
530
610
636
648
654
657
471
636
721
767
794
810
821
829
835
839
422
555
615
645
661
671
678
682
685
687
365
459
495
512
520
526
529
531
532
533
293
346
362
369
372
374
375
376
377
377
195
212
216
217
218
218
219
219
219
219
80 psf
Span Length (ft-in.)
3'-0"
472
532
551
559
562
565
371
417
430
435
438
439
440
275
302
309
311
313
313
314
314
174
184
186
186
187
187
187
187
187
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
502
581
625
651
668
678
686
691
695
464
540
582
607
622
632
640
645
648
430
501
540
563
578
587
594
598
602
398
463
499
520
534
542
548
553
556
367
427
460
479
490
498
503
507
510
338
392
421
437
447
454
458
461
464
357
382
396
404
410
413
416
418
323
343
354
361
365
368
370
372
404
449
470
482
489
493
496
498
500
359
396
414
423
429
432
434
436
437
315
344
357
364
369
371
373
374
375
270
291
301
305
308
310
311
312
313
223
237
243
246
247
248
249
249
250
173
180
183
185
186
186
186
187
187
121
122
123
123
123
123
123
123
271
285
291
294
295
296
297
297
298
205
213
215
217
218
218
218
219
219
135
137
138
139
139
139
139
139
139
#12 SCREWS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

79
1.5PLB22
#12 Screws @ Supports ≥ 0.109"
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"
574
746
873
967
1035
1085
506
670
799
898
974
1032
1076
451
605
733
835
915
979
1030
1070
406
551
674
777
860
928
983
1028
1064
369
505
623
724
809
880
938
986
1026
1060
336
465
579
677
762
834
895
946
989
1025
307
431
539
635
719
791
854
907
952
991
401
504
597
679
752
815
869
917
958
375
473
563
643
715
778
834
882
925
352
445
532
610
681
744
800
850
893
329
421
504
580
649
712
768
818
863
310
398
478
552
620
682
738
788
834
292
378
455
527
593
654
710
760
806
360
434
503
568
628
683
733
779
343
415
482
545
604
658
708
709
See page 18 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"
48
50
51
52
53
54
51
53
54
56
57
58
59
52
54
56
58
60
61
62
63
52
55
58
60
61
63
64
65
66
52
55
58
61
63
64
66
67
69
70
52
55
58
61
63
65
67
69
70
71
51
55
58
61
63
66
68
69
71
72
54
58
61
63
66
68
70
71
73
53
57
60
63
66
68
70
72
73
52
56
59
62
65
68
70
72
73
51
55
59
62
65
67
69
71
73
50
54
58
61
64
66
69
71
73
49
53
57
60
63
66
68
70
73
52
56
59
62
65
67
70
72
51
55
58
61
64
67
69
71
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
611
793
929
1028
1101
1154
538
712
850
955
1036
1098
1145
480
644
779
888
974
1042
1095
1138
432
586
717
826
915
987
1046
1093
1132
611
793
929
1028
1101
1154
538
712
850
955
1036
1098
1145
480
644
779
888
974
1042
1095
1138
432
586
717
826
915
987
1046
1093
1132
605
786
920
1017
1088
1140
528
701
836
938
1016
1075
1120
467
630
762
867
949
1013
1063
1103
417
570
698
802
887
954
1008
1052
1087
392
537
663
771
861
936
998
1049
1092
1127
392
536
662
769
859
934
996
1047
1089
1125
376
519
642
745
830
900
956
1003
1041
1072
358
495
615
721
811
887
952
1006
1052
1091
356
492
613
717
807
883
947
1000
1045
1083
342
476
593
694
778
849
908
956
997
1030
327
458
573
676
765
842
908
965
1013
1054
324
455
569
671
759
835
900
956
1003
1043
310
438
550
648
731
802
862
912
954
990
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
427
536
635
723
800
867
925
975
1019
399
503
599
684
761
828
887
939
984
374
474
566
649
724
792
851
904
950
350
447
536
617
691
757
817
870
918
329
424
509
588
660
726
785
839
887
311
402
484
561
631
696
755
809
857
383
462
536
604
668
727
780
785
365
441
513
580
642
700
709
709
422
531
629
716
791
857
914
963
1005
394
497
592
676
751
817
874
924
967
368
467
558
640
714
779
837
887
932
345
440
528
607
679
744
802
853
898
323
416
500
577
648
712
769
820
866
305
394
475
550
619
681
738
789
835
374
452
525
592
653
709
760
785
356
431
501
567
627
682
709
709
406
512
607
689
759
819
870
914
951
377
479
570
650
719
780
831
876
914
352
449
536
614
683
743
795
840
878
330
422
506
582
649
709
760
806
845
310
398
479
553
618
677
728
773
813
291
376
455
526
590
647
698
743
783
357
432
501
563
620
670
715
754
339
411
478
539
594
644
688
709
See page 18 for footnotes
80

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



#12 Screws @ Supports ≥ 0.109"
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
589
767
897
990
1057
1106
513
683
813
911
985
1040
1081
452
612
740
840
917
977
1023
1059
402
552
676
776
855
918
967
1006
1038
40 psf
574
749
874
963
1026
1071
497
664
790
884
952
1003
1041
436
593
717
812
884
939
981
1013
387
534
654
749
822
879
924
959
987
50 psf
558
730
850
935
994
1036
482
645
767
855
919
965
1000
421
575
694
783
850
900
937
966
371
516
630
719
787
839
878
909
933
60 psf
543
710
826
906
961
1000
466
626
742
825
884
927
958
405
555
669
753
814
859
892
918
356
496
606
688
750
796
831
857
878
70 psf
527
690
801
876
927
963
450
606
716
794
848
886
915
389
535
643
720
776
816
845
867
340
476
580
655
710
750
780
803
820
80 psf
Span Length (ft-in.)
3'-0"
511
670
776
845
892
925
434
585
690
761
810
845
870
373
515
616
686
736
771
796
815
324
455
551
619
668
702
727
746
760
361
502
621
719
799
863
915
956
990
1018
346
484
599
692
766
824
870
907
937
961
330
465
576
663
730
783
823
855
881
901
315
446
551
631
692
738
773
800
821
838
299
426
524
597
650
690
719
742
759
773
283
405
495
559
605
638
662
680
694
704
327
458
572
668
748
813
866
909
945
974
311
441
551
641
715
773
821
859
889
914
296
423
528
612
679
731
772
805
831
851
280
403
503
580
639
685
719
747
768
785
264
383
475
545
596
634
662
684
701
714
248
361
445
505
548
578
600
617
630
639
296
421
530
623
701
766
820
865
902
932
282
404
508
596
668
727
774
813
845
871
267
386
486
567
632
684
725
757
783
804
251
366
460
534
591
635
669
696
717
733
235
346
432
497
546
582
609
629
645
657
219
323
400
455
494
521
541
556
567
576
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
389
492
582
659
724
778
823
861
892
361
459
546
621
684
738
784
822
855
336
430
513
586
648
702
747
786
819
313
403
483
554
615
668
713
752
785
294
379
456
525
585
636
681
719
753
276
358
432
498
556
607
651
689
722
338
410
474
530
580
623
661
693
320
389
451
506
554
597
634
666
372
471
556
626
684
732
771
802
829
343
438
520
588
645
692
731
763
789
318
409
487
553
609
655
693
725
752
296
382
457
521
575
621
658
690
716
277
359
431
492
545
589
625
656
682
259
337
406
465
516
559
594
625
650
353
448
526
589
640
680
713
739
760
325
415
490
551
600
639
671
696
717
300
386
457
515
563
601
631
656
676
278
359
427
483
528
564
594
618
637
334
423
493
548
590
623
648
668
684
306
389
456
507
547
578
603
622
637
313
394
454
499
533
558
576
591
602
#12 SCREWS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

81
1.5PLB20
#12 Screws @ Supports ≥ 0.109"
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"
737
964
1123
1233
1310
1364
651
871
1036
1156
1244
1308
1356
582
792
957
1083
1179
1252
1307
1350
525
724
886
1015
1116
1195
1257
1306
1345
478
665
823
952
1057
1141
1208
1262
1306
1341
438
614
767
895
1001
1089
1160
1218
1266
1305
403
570
717
843
949
1039
1113
1175
1226
1269
531
672
795
901
992
1068
1132
1187
1232
497
632
752
857
947
1025
1092
1148
1197
467
596
712
815
906
984
1052
1111
1161
440
564
676
777
867
946
1015
1075
1127
416
535
643
742
831
909
979
1040
1093
393
508
613
709
797
875
944
1006
1061
484
586
679
765
842
912
974
1030
462
560
651
735
812
881
943
947
See page 18 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"
68
71
74
76
77
79
69
73
77
79
82
83
85
70
75
78
82
84
87
88
90
69
75
79
83
86
89
91
93
95
68
74
79
83
87
90
92
95
97
98
67
73
79
83
87
90
93
96
98
100
65
72
78
82
86
90
93
96
98
101
70
76
81
86
90
93
96
99
101
69
75
80
85
89
92
96
98
101
67
73
79
84
88
92
95
98
101
65
72
77
82
87
90
94
97
100
64
70
76
81
85
89
93
96
99
62
68
74
79
84
88
92
95
98
67
73
78
82
87
90
94
97
65
71
76
81
85
89
93
96
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
784
1026
1195
1312
1393
1451
693
927
1102
1230
1323
1392
1443
619
842
1018
1152
1254
1331
1391
1436
558
770
943
1080
1188
1272
1338
1390
1431
784
1026
1195
1312
1393
1451
693
927
1102
1230
1323
1392
1443
619
842
1018
1152
1254
1331
1391
1436
558
770
943
1080
1188
1272
1338
1390
1431
776
1016
1182
1297
1376
1432
681
912
1083
1207
1296
1362
1410
604
824
995
1123
1220
1292
1347
1390
541
749
916
1047
1148
1226
1286
1333
1371
508
707
875
1013
1125
1214
1285
1343
1389
1427
507
706
874
1011
1122
1211
1282
1339
1385
1423
488
684
847
978
1081
1163
1228
1279
1320
1353
466
653
815
952
1065
1158
1234
1296
1346
1388
463
650
812
948
1060
1152
1226
1287
1337
1378
444
629
786
915
1020
1104
1172
1226
1270
1306
429
606
762
897
1010
1105
1184
1250
1304
1350
425
602
757
890
1002
1095
1173
1237
1290
1335
407
581
731
858
963
1048
1118
1175
1222
1261
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
565
715
846
959
1055
1136
1205
1262
1311
529
672
800
911
1008
1090
1161
1222
1273
497
634
758
867
964
1047
1119
1182
1235
468
600
719
827
922
1006
1079
1143
1199
443
569
684
789
884
967
1041
1106
1163
418
541
652
755
847
931
1005
1070
1129
515
623
723
814
896
970
1036
1050
491
596
693
782
863
937
947
947
560
708
838
949
1043
1122
1189
1245
1292
522
665
790
900
994
1074
1143
1200
1250
490
626
747
855
948
1029
1099
1158
1209
460
590
708
813
906
987
1057
1118
1170
434
559
673
775
866
947
1017
1079
1132
410
530
640
740
830
909
980
1042
1096
504
610
707
795
874
944
1007
1050
480
583
677
763
841
911
947
947
539
683
807
910
997
1068
1127
1176
1216
502
640
760
862
949
1021
1081
1132
1174
469
601
718
818
904
977
1038
1089
1133
440
567
679
778
862
935
997
1049
1094
414
535
644
740
824
896
958
1011
1056
391
507
612
706
788
859
921
975
1021
481
583
674
754
825
887
940
986
458
556
644
723
793
854
907
947
See page 18 for footnotes
82

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



#12 Screws @ Supports ≥ 0.109"
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
757
992
1152
1261
1335
1388
662
888
1053
1170
1254
1314
1358
585
801
965
1087
1177
1243
1293
1331
522
726
887
1011
1105
1176
1230
1272
1305
40 psf
738
967
1121
1224
1294
1342
642
864
1022
1133
1210
1265
1306
566
777
934
1049
1132
1192
1237
1271
503
702
857
973
1059
1123
1171
1208
1237
50 psf
718
942
1090
1187
1251
1296
623
839
990
1094
1165
1215
1252
546
752
902
1009
1085
1139
1179
1209
483
678
825
932
1010
1068
1110
1142
1167
60 psf
699
917
1057
1148
1208
1249
603
814
957
1053
1118
1164
1196
527
726
868
967
1035
1084
1119
1145
464
652
791
889
959
1009
1046
1073
1094
70 psf
679
890
1024
1108
1163
1200
583
787
922
1011
1070
1111
1140
507
700
833
923
984
1027
1057
1080
444
626
754
843
905
948
979
1002
1019
80 psf
Span Length (ft-in.)
3'-0"
659
863
989
1068
1118
1151
563
760
886
967
1021
1057
1082
486
672
796
877
931
967
993
1012
424
597
716
794
847
884
909
928
942
470
662
818
942
1038
1112
1170
1215
1251
1280
451
639
788
904
992
1058
1109
1149
1179
1204
431
615
757
863
942
1001
1045
1079
1105
1125
412
589
722
819
889
940
977
1005
1027
1043
392
562
685
771
832
874
905
928
945
958
371
533
645
719
770
805
829
847
860
871
426
607
758
880
976
1053
1113
1161
1199
1230
407
584
728
842
930
998
1051
1092
1124
1150
388
560
696
801
879
939
984
1018
1045
1066
368
535
662
756
824
875
912
940
962
979
348
507
624
706
764
805
835
857
874
887
328
477
581
650
697
729
752
769
781
791
388
559
704
823
920
997
1059
1109
1149
1182
369
536
675
786
873
942
996
1038
1072
1099
350
513
643
744
822
881
926
961
988
1010
331
487
608
698
765
814
850
878
899
916
311
459
569
646
701
740
768
789
805
817
290
428
523
586
629
658
678
693
704
712
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
517
656
773
868
946
1009
1060
1102
1136
481
614
727
821
898
962
1014
1056
1091
448
576
685
777
854
917
970
1013
1049
419
541
647
737
813
876
928
972
1009
393
510
612
700
774
837
889
933
970
370
482
581
666
739
801
852
896
933
456
552
635
706
766
818
861
898
433
525
605
675
734
785
828
864
495
627
735
822
890
944
987
1021
1049
458
585
690
774
842
895
939
973
1002
426
547
648
730
797
850
893
928
956
397
513
610
690
755
807
850
884
913
371
482
576
653
716
767
809
843
871
348
454
544
618
680
730
770
804
831
428
515
587
646
694
734
766
793
405
488
557
614
660
699
730
756
471
596
694
769
827
872
907
934
956
435
553
647
721
777
821
855
882
904
402
515
605
676
730
773
806
832
853
373
481
567
634
686
727
759
785
805
348
449
531
595
645
684
715
739
758
324
421
498
559
606
643
671
694
712
446
560
646
710
757
792
819
840
856
409
517
598
659
703
737
762
782
797
376
478
554
611
652
684
707
726
740
347
442
513
565
604
633
654
671
684
320
409
474
522
557
583
603
618
629
417
519
591
642
678
704
723
737
749
379
473
540
586
618
642
659
672
682
345
431
491
532
560
581
596
607
616
314
392
444
480
504
521
534
543
550
384
470
526
563
588
606
618
628
635
344
420
468
499
520
534
545
552
558
#12 SCREWS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

83
1.5PLB19
#12 Screws @ Supports ≥ 0.109"
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"
891
1168
1355
1479
1563
1622
789
1060
1256
1394
1492
1563
1614
706
967
1165
1313
1421
1502
1562
1608
638
886
1083
1236
1352
1441
1509
1562
1604
581
816
1009
1164
1285
1381
1456
1515
1562
1600
533
755
943
1097
1222
1322
1403
1467
1519
1562
492
701
883
1036
1163
1266
1351
1420
1476
1523
654
829
980
1107
1213
1301
1373
1434
1484
613
781
928
1055
1162
1252
1328
1391
1445
576
738
881
1006
1114
1206
1284
1350
1406
544
699
838
961
1068
1161
1241
1310
1369
514
663
798
919
1026
1119
1200
1270
1331
488
631
762
880
986
1079
1161
1232
1295
601
728
844
948
1041
1123
1196
1260
574
697
810
913
1005
1087
1160
1195
See page 18 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"
87
93
98
101
104
106
88
96
101
105
109
111
114
88
96
102
107
111
115
118
120
86
95
102
108
113
117
120
123
126
84
94
102
108
113
118
122
125
128
130
82
92
100
107
113
118
122
126
129
132
80
90
99
106
112
117
122
126
129
132
88
97
104
111
116
121
125
129
133
85
95
102
109
115
120
125
129
132
83
92
100
107
113
119
123
128
132
81
90
98
105
112
117
122
127
131
78
88
96
103
110
115
121
125
129
76
86
94
101
108
114
119
124
128
83
92
99
106
112
117
122
126
81
90
97
104
110
115
120
125
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
948
1243
1441
1573
1663
1725
840
1128
1336
1483
1588
1662
1717
751
1028
1240
1397
1512
1598
1662
1711
678
942
1152
1315
1438
1533
1605
1662
1706
948
1243
1441
1573
1663
1725
840
1128
1336
1483
1588
1662
1717
751
1028
1240
1397
1512
1598
1662
1711
678
942
1152
1315
1438
1533
1605
1662
1706
939
1231
1426
1555
1642
1703
825
1110
1313
1455
1554
1625
1677
733
1006
1211
1360
1469
1549
1609
1654
657
917
1119
1273
1389
1476
1542
1592
1632
618
868
1073
1238
1368
1469
1549
1611
1662
1702
617
866
1072
1236
1365
1466
1545
1607
1657
1697
595
840
1038
1193
1313
1405
1476
1532
1576
1611
567
803
1003
1167
1300
1407
1492
1561
1616
1661
564
799
998
1162
1293
1399
1483
1550
1605
1649
542
773
965
1120
1242
1338
1413
1473
1521
1559
523
746
939
1102
1237
1347
1437
1510
1571
1620
518
741
933
1094
1227
1335
1423
1495
1553
1601
496
715
901
1053
1176
1275
1353
1417
1467
1509
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
696
882
1042
1177
1290
1384
1461
1525
1579
652
831
988
1122
1236
1332
1413
1480
1537
613
785
938
1070
1185
1282
1366
1436
1496
578
743
892
1022
1137
1235
1320
1393
1456
547
706
849
978
1091
1190
1277
1351
1416
519
671
811
936
1048
1148
1235
1311
1378
640
775
898
1008
1107
1195
1272
1324
611
742
862
971
1069
1156
1195
1195
690
874
1032
1165
1275
1366
1441
1503
1554
644
822
976
1107
1218
1311
1389
1453
1508
604
775
924
1054
1165
1259
1339
1406
1463
569
732
877
1005
1115
1210
1291
1360
1419
537
693
834
959
1069
1164
1245
1316
1376
508
658
795
917
1025
1120
1202
1274
1335
626
759
878
985
1079
1161
1233
1296
597
725
842
946
1040
1122
1194
1195
664
843
992
1115
1215
1296
1362
1416
1460
620
791
937
1059
1160
1242
1310
1366
1412
580
745
887
1007
1108
1191
1260
1318
1366
544
703
841
959
1059
1143
1213
1272
1321
513
665
798
914
1013
1097
1168
1228
1279
484
630
760
873
971
1055
1126
1186
1238
598
724
835
931
1014
1085
1146
1198
570
691
800
894
976
1047
1108
1160
See page 18 for footnotes
84

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



#12 Screws @ Supports ≥ 0.109"
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
916
1201
1388
1511
1592
1648
802
1081
1275
1409
1502
1567
1614
710
977
1174
1314
1415
1488
1542
1582
635
889
1083
1227
1334
1413
1472
1517
1551
40 psf
893
1171
1350
1465
1541
1593
779
1051
1237
1362
1448
1507
1550
688
948
1135
1267
1359
1425
1473
1509
612
860
1045
1179
1276
1347
1399
1438
1468
50 psf
870
1140
1311
1419
1489
1536
756
1020
1197
1314
1392
1446
1484
665
918
1095
1217
1300
1359
1402
1433
590
830
1004
1128
1215
1278
1323
1357
1383
60 psf
846
1109
1271
1371
1436
1479
733
989
1155
1263
1334
1383
1417
641
886
1053
1164
1239
1292
1329
1356
566
798
962
1074
1151
1206
1244
1273
1295
70 psf
822
1077
1229
1323
1382
1421
709
956
1112
1211
1275
1318
1348
618
853
1008
1109
1176
1221
1253
1276
542
765
916
1016
1084
1130
1163
1186
1204
80 psf
Span Length (ft-in.)
3'-0"
798
1043
1187
1273
1326
1362
685
922
1067
1157
1214
1252
1278
593
818
961
1052
1110
1149
1176
1195
518
729
867
955
1012
1051
1078
1097
1111
572
812
1002
1148
1258
1341
1404
1453
1491
1521
550
784
964
1099
1199
1273
1328
1370
1403
1428
527
754
924
1048
1136
1201
1248
1284
1311
1333
504
723
881
992
1069
1125
1164
1194
1216
1233
480
689
834
931
998
1044
1076
1100
1118
1131
455
653
782
866
921
958
983
1002
1015
1026
519
746
930
1075
1187
1273
1340
1392
1433
1465
497
718
893
1027
1128
1204
1261
1306
1340
1367
474
689
853
975
1064
1129
1178
1214
1243
1265
451
657
809
917
994
1049
1089
1118
1141
1158
427
623
760
854
918
962
994
1017
1034
1047
402
585
706
784
834
869
892
910
922
932
474
689
867
1009
1122
1210
1279
1333
1376
1411
452
661
830
961
1062
1139
1198
1244
1280
1308
429
632
789
908
996
1062
1111
1148
1177
1199
406
600
745
849
923
977
1016
1046
1068
1085
382
565
694
782
843
884
914
936
952
965
357
526
636
707
752
783
804
819
831
839
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
638
809
949
1061
1150
1221
1277
1322
1359
594
758
895
1005
1095
1166
1224
1270
1308
554
712
845
954
1043
1115
1173
1221
1260
519
671
799
906
994
1066
1125
1173
1213
488
633
758
862
949
1021
1080
1128
1168
459
599
719
822
907
978
1036
1085
1125
568
684
784
868
937
996
1044
1084
539
652
749
831
899
957
1005
1045
611
773
901
1001
1078
1138
1185
1222
1251
567
722
847
945
1022
1082
1129
1166
1196
527
676
797
893
969
1028
1076
1113
1143
492
635
752
845
919
978
1025
1062
1092
461
597
710
801
873
931
977
1014
1044
433
563
672
759
830
886
931
967
996
532
636
721
789
843
887
922
951
503
603
685
750
803
845
879
907
582
733
848
934
998
1047
1085
1113
1136
537
682
792
876
939
987
1024
1053
1075
498
635
742
823
884
930
966
994
1016
463
594
695
773
831
876
911
937
959
431
555
652
726
782
824
857
883
903
403
520
612
681
734
775
806
830
849
488
574
640
689
727
755
778
795
457
538
599
645
680
707
727
743
550
687
787
858
910
947
976
997
1014
505
635
729
797
846
882
908
929
945
465
587
675
739
785
818
843
862
877
429
543
625
684
726
757
780
797
811
396
502
578
632
670
697
718
733
745
366
464
533
581
614
639
657
670
680
514
634
716
772
810
838
858
873
884
468
579
654
704
739
764
782
795
805
426
527
594
639
670
691
706
718
727
388
478
537
575
601
619
632
641
648
351
430
480
512
533
547
557
565
570
472
571
633
673
700
718
731
740
747
423
509
563
596
618
633
643
650
656
376
449
493
519
536
547
555
561
565
330
389
422
441
453
461
466
470
473
#12 SCREWS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

85
1.5PLB18
#12 Screws @ Supports ≥ 0.109"
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"
1034
1357
1568
1705
1796
1859
917
1235
1459
1613
1720
1796
1852
822
1129
1357
1524
1644
1732
1797
1846
743
1036
1265
1438
1568
1666
1740
1797
1841
677
955
1181
1358
1495
1601
1682
1746
1797
1837
621
885
1105
1283
1425
1537
1625
1695
1751
1797
573
823
1037
1214
1358
1475
1569
1644
1706
1756
769
975
1150
1296
1415
1513
1594
1660
1714
721
920
1091
1237
1359
1460
1544
1614
1672
678
869
1037
1182
1305
1408
1495
1569
1631
640
824
988
1130
1253
1359
1448
1525
1589
606
783
942
1082
1205
1311
1403
1481
1549
575
745
899
1038
1160
1266
1359
1439
1509
710
860
996
1117
1223
1317
1398
1470
679
824
957
1076
1182
1276
1359
1432
See page 18 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"
107
117
123
128
132
135
107
118
126
132
137
141
144
106
118
127
134
140
144
148
151
103
117
127
135
141
146
151
155
158
100
114
125
134
141
147
152
156
160
163
97
112
123
133
140
147
152
157
161
165
94
109
121
131
139
146
152
157
161
165
106
118
128
137
144
151
156
161
165
103
115
126
135
143
149
155
160
165
100
113
123
133
141
147
154
159
164
97
110
121
130
138
145
152
157
162
94
107
118
127
136
143
150
156
161
91
104
115
125
133
141
148
154
159
101
112
122
131
139
145
152
157
99
110
120
128
136
143
150
155
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1100
1443
1668
1814
1911
1978
976
1314
1552
1716
1830
1911
1970
874
1201
1444
1621
1749
1842
1911
1963
790
1102
1346
1530
1668
1772
1851
1911
1958
1100
1443
1668
1814
1911
1978
976
1314
1552
1716
1830
1911
1970
874
1201
1444
1621
1749
1842
1911
1963
790
1102
1346
1530
1668
1772
1851
1911
1958
1089
1429
1649
1792
1887
1951
959
1292
1524
1682
1791
1868
1923
853
1174
1410
1578
1698
1785
1849
1896
766
1072
1306
1481
1609
1704
1775
1830
1872
720
1016
1256
1445
1590
1703
1790
1858
1911
1954
719
1015
1254
1442
1587
1699
1785
1853
1906
1949
693
984
1214
1391
1525
1627
1704
1764
1811
1848
661
941
1176
1365
1516
1635
1729
1804
1863
1911
657
937
1170
1358
1507
1625
1718
1791
1850
1897
632
907
1131
1308
1446
1552
1635
1700
1751
1791
610
876
1103
1291
1445
1569
1669
1749
1814
1868
605
870
1095
1282
1433
1554
1652
1730
1794
1845
580
840
1057
1233
1372
1482
1569
1637
1692
1736
No Uplift
3'-6"
10 psf
#12 SCREWS
Span Length (ft-in.)
3'-0"
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"
818
1037
1224
1378
1506
1610
1695
1766
1823
767
978
1161
1316
1445
1553
1643
1717
1779
721
925
1103
1257
1388
1498
1591
1669
1735
681
877
1051
1202
1333
1445
1541
1622
1691
644
833
1002
1151
1282
1395
1492
1576
1648
611
792
957
1104
1234
1347
1446
1531
1605
756
915
1059
1188
1301
1401
1488
1564
722
877
1018
1145
1258
1358
1446
1447
810
1028
1211
1363
1487
1588
1671
1739
1794
758
967
1147
1298
1424
1528
1614
1685
1744
711
912
1088
1238
1364
1470
1558
1632
1694
670
863
1034
1181
1308
1415
1505
1582
1646
632
818
984
1129
1255
1363
1454
1533
1599
598
777
938
1081
1205
1313
1406
1486
1554
740
896
1036
1159
1266
1360
1440
1510
706
857
994
1115
1222
1315
1397
1447
781
991
1164
1303
1416
1505
1577
1635
1682
729
931
1100
1240
1353
1445
1519
1580
1629
683
877
1042
1180
1294
1388
1464
1527
1578
641
828
989
1126
1239
1333
1411
1476
1529
604
784
941
1075
1187
1282
1361
1427
1482
571
744
896
1027
1139
1233
1313
1380
1436
707
855
983
1094
1188
1267
1335
1392
673
817
942
1051
1144
1224
1292
1349
See page 18 for footnotes
86

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



#12 Screws @ Supports ≥ 0.109"
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
1063
1394
1605
1740
1828
1888
933
1258
1480
1628
1729
1799
1849
827
1141
1366
1523
1634
1713
1770
1813
740
1039
1263
1426
1544
1630
1693
1741
1778
40 psf
1037
1359
1561
1687
1769
1823
907
1223
1434
1573
1666
1729
1775
801
1106
1320
1466
1568
1639
1690
1727
715
1005
1218
1368
1475
1552
1608
1649
1681
50 psf
1010
1323
1514
1632
1708
1758
880
1187
1387
1515
1600
1658
1698
775
1070
1272
1407
1498
1562
1607
1640
688
970
1170
1308
1403
1470
1519
1555
1581
60 psf
983
1286
1467
1577
1646
1692
853
1150
1338
1456
1533
1584
1620
748
1033
1222
1345
1427
1482
1521
1550
661
933
1119
1243
1327
1386
1427
1457
1479
70 psf
955
1248
1418
1520
1583
1624
826
1111
1287
1395
1464
1509
1541
720
994
1169
1280
1352
1400
1434
1458
634
893
1064
1175
1248
1297
1331
1356
1375
80 psf
Span Length (ft-in.)
3'-0"
927
1209
1368
1462
1519
1556
798
1071
1234
1332
1393
1433
1460
692
953
1113
1212
1274
1316
1344
1364
606
851
1006
1102
1163
1204
1233
1253
1267
668
952
1172
1337
1459
1550
1619
1671
1711
1743
642
918
1127
1279
1389
1470
1529
1574
1608
1635
616
883
1078
1217
1314
1384
1435
1473
1501
1524
589
846
1026
1150
1235
1294
1337
1368
1391
1409
562
806
970
1078
1150
1199
1233
1258
1277
1291
533
763
909
1000
1059
1098
1125
1144
1159
1169
607
875
1090
1255
1380
1475
1547
1603
1647
1681
581
843
1045
1197
1309
1392
1454
1502
1538
1567
555
808
997
1134
1232
1303
1355
1394
1424
1447
528
770
944
1065
1149
1208
1251
1282
1305
1323
501
730
886
989
1059
1106
1139
1163
1181
1195
472
685
820
906
960
996
1021
1039
1052
1062
555
809
1016
1180
1306
1404
1479
1538
1584
1621
529
776
972
1122
1234
1319
1383
1432
1470
1500
503
742
924
1058
1156
1227
1280
1319
1350
1373
476
704
870
987
1069
1127
1168
1199
1222
1240
449
663
809
907
972
1017
1049
1071
1088
1101
419
615
739
817
866
898
920
936
948
956
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
751
951
1111
1238
1337
1415
1476
1524
1563
699
892
1049
1175
1274
1353
1416
1466
1507
653
838
992
1116
1216
1295
1359
1411
1452
612
790
940
1062
1161
1241
1305
1357
1400
575
747
891
1011
1109
1189
1254
1306
1350
542
707
847
964
1061
1140
1205
1258
1301
670
807
921
1016
1094
1158
1211
1255
637
769
880
973
1050
1114
1166
1210
718
907
1054
1166
1251
1316
1366
1405
1436
667
848
991
1102
1187
1252
1303
1343
1374
621
795
934
1042
1126
1192
1242
1283
1315
581
748
882
987
1070
1134
1185
1225
1257
544
704
834
936
1017
1080
1130
1170
1201
511
664
789
888
967
1029
1078
1117
1148
628
748
844
920
980
1027
1065
1096
594
709
802
875
933
979
1016
1045
684
859
989
1085
1155
1208
1247
1278
1302
632
800
925
1019
1088
1139
1179
1209
1232
587
746
867
957
1024
1074
1113
1142
1165
546
697
813
899
964
1012
1049
1077
1100
509
653
763
845
906
952
988
1015
1036
475
612
716
794
852
895
928
954
974
574
672
745
799
840
870
894
912
538
630
698
748
786
814
835
852
646
804
915
994
1049
1090
1120
1142
1159
594
743
849
923
976
1014
1043
1064
1080
547
687
787
856
906
942
968
988
1003
505
636
728
793
838
871
895
913
927
467
588
673
732
773
802
824
840
852
432
543
620
672
708
734
753
767
777
500
568
614
645
667
683
694
703
457
516
555
581
599
612
621
629
603
740
830
891
932
961
982
998
1009
549
675
758
813
850
876
894
908
919
500
615
689
737
770
792
808
820
829
455
557
622
663
690
709
722
732
739
412
501
555
589
611
626
637
644
650
370
445
488
515
531
543
550
556
560
553
664
732
774
802
821
835
844
852
495
592
649
685
708
723
734
742
747
439
521
568
595
613
625
633
639
643
385
450
485
505
517
526
531
535
538
329
375
399
412
419
424
428
430
432
#12 SCREWS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

87
1.5PLB with Welds
1.5PLB22
3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
507
643
745
820
874
914
447
579
683
763
824
870
907
399
525
628
710
775
827
868
900
360
479
579
662
730
785
829
866
895
322
439
536
618
687
744
792
831
864
891
291
405
498
578
648
706
756
798
833
862
265
375
464
543
611
671
721
765
802
834
348
434
511
578
637
689
734
773
806
321
408
481
548
607
658
704
744
779
299
384
455
520
578
630
676
717
752
279
363
431
494
551
603
649
690
727
262
342
410
471
527
578
624
665
703
247
323
390
449
504
554
600
642
679
306
372
429
483
532
578
619
657
290
355
411
463
512
557
598
636
See page 18 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"
9
9
9
9
9
9
10
10
10
10
10
10
10
11
11
11
11
12
12
12
12
12
12
12
13
13
13
13
13
13
13
13
14
14
14
14
14
14
14
14
14
14
15
15
15
15
15
15
15
15
15
15
15
16
16
16
16
16
16
17
16
16
17
17
17
17
17
17
18
17
17
17
18
18
18
18
18
19
17
18
18
18
19
19
19
19
20
18
18
19
19
20
20
20
20
20
18
19
19
20
20
21
21
21
21
19
19
20
21
21
21
22
22
22
20
20
21
22
22
22
23
23
20
21
22
22
23
23
23
24
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
647
821
951
1046
1116
1167
571
740
872
974
1052
1111
1157
510
670
801
906
990
1056
1108
1149
460
611
739
845
931
1002
1059
1105
1143
647
821
951
1046
1116
1167
571
740
872
974
1052
1111
1157
510
670
801
906
990
1056
1108
1149
460
611
739
845
931
1002
1059
1105
1143
647
821
951
1046
1116
1167
571
740
872
974
1052
1111
1157
510
670
801
906
990
1056
1108
1149
428
575
697
794
872
933
982
1021
1052
412
560
684
789
877
950
1011
1061
1103
1138
412
560
684
789
877
950
1011
1061
1103
1138
382
523
640
736
815
878
929
970
1004
1031
372
517
635
738
827
902
965
1018
1063
1101
372
517
635
738
827
902
965
1018
1063
1101
341
478
590
684
762
826
879
922
957
986
338
479
592
693
780
856
921
977
1024
1065
338
479
592
693
780
856
921
977
1024
1065
306
439
546
637
714
778
831
876
912
943
No Uplift
3'-6"
20 psf
WELDS
Span Length (ft-in.)
3'-0"
30 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"
444
554
652
738
814
880
937
986
1029
410
521
615
699
774
841
899
950
994
381
490
581
664
738
804
863
915
961
356
463
551
631
704
770
829
881
928
334
436
523
601
673
738
796
849
897
315
412
498
574
643
708
766
819
867
390
475
548
616
679
737
785
785
371
454
525
591
653
709
709
709
444
554
652
738
814
880
937
986
1029
392
495
585
664
733
793
844
888
926
363
464
551
628
696
755
807
852
890
337
437
520
595
662
720
772
817
856
314
411
492
565
630
688
739
784
823
295
389
466
537
600
657
708
753
792
368
443
511
573
629
678
723
762
349
421
487
547
602
651
695
709
404
506
595
670
734
787
831
869
900
374
471
556
629
692
745
789
827
859
346
439
521
592
653
705
749
787
819
320
411
489
558
617
668
712
749
780
297
385
460
526
584
633
676
712
743
277
361
433
497
552
600
641
677
707
339
408
469
522
569
608
643
672
319
385
443
494
539
577
610
638
See page 18 for footnotes
88

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
40 psf
647
821
951
1046
1116
1167
528
690
812
902
969
1019
1057
464
617
737
830
900
954
995
1027
410
555
672
764
836
892
936
970
998
50 psf
591
755
872
953
1011
1052
510
668
785
871
933
979
1013
444
593
709
795
860
908
945
973
389
529
640
726
791
840
878
908
931
60 psf
572
733
844
921
974
1012
489
643
754
834
890
932
962
421
566
674
753
810
853
884
908
364
499
602
678
734
776
807
831
849
70 psf
551
707
813
884
933
967
466
614
718
790
840
876
902
395
533
632
701
751
786
811
830
334
461
553
617
662
694
718
735
748
439
580
675
738
781
811
833
364
492
579
637
677
704
723
737
298
412
487
535
567
588
603
614
623
323
455
562
650
721
778
824
860
890
914
302
426
525
604
666
713
750
780
803
821
272
388
476
541
589
625
651
671
687
699
233
333
401
445
475
495
509
519
527
532
168
226
252
264
271
276
278
280
281
282
288
414
516
601
670
726
772
808
838
863
265
383
476
551
609
654
689
716
738
756
234
339
418
475
517
546
568
585
598
607
185
265
312
340
357
367
375
380
384
386
528
678
777
842
885
915
501
644
735
793
831
857
408
539
623
676
711
735
751
326
441
512
555
583
601
614
623
250
340
389
416
433
443
450
455
458
365
501
613
704
776
833
878
914
943
967
343
474
580
662
726
775
813
843
867
885
315
440
536
608
661
700
730
752
769
783
281
396
477
533
572
599
619
633
644
653
237
330
387
420
441
455
464
471
475
479
154
192
205
211
214
216
217
217
218
218
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
378
475
556
623
677
722
758
788
812
346
438
515
579
631
674
709
738
762
318
404
477
538
588
628
662
689
712
291
373
442
499
546
584
615
640
661
267
344
408
461
504
539
568
591
610
245
316
376
424
463
494
520
540
557
344
431
500
554
595
627
652
672
688
308
388
451
499
536
565
587
604
618
275
347
402
444
475
498
516
530
541
242
304
350
383
407
425
438
448
455
292
359
406
438
461
477
489
498
505
242
292
324
344
358
367
374
378
382
9'-6"
10'-0"
155
168
173
176
178
179
180
180
181
WELDS
3'-6"
80 psf
Span Length (ft-in.)
3'-0"
90 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
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

89
1.5PLB20
3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
707
887
1016
1108
1173
1221
628
804
938
1038
1113
1169
1212
562
732
867
972
1053
1117
1166
1204
508
669
803
910
996
1065
1119
1163
1198
463
616
746
854
943
1015
1074
1122
1161
1194
422
569
695
802
892
967
1029
1081
1124
1159
385
529
650
755
845
922
986
1041
1086
1125
493
609
712
802
879
945
1002
1050
1091
462
573
673
762
839
906
964
1014
1058
433
541
638
724
801
869
928
980
1025
404
512
605
690
766
834
894
947
993
379
485
576
659
734
801
861
915
962
357
461
549
630
703
770
830
884
933
439
524
603
675
741
801
855
904
418
501
578
648
714
773
827
876
See page 18 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"
14
14
14
14
14
14
15
16
16
16
16
16
16
17
18
18
18
18
18
18
18
19
19
19
20
20
20
20
20
20
20
20
21
21
22
22
22
22
22
22
21
22
22
23
23
23
24
24
24
24
22
23
24
24
25
25
25
25
26
26
24
25
25
26
26
27
27
27
27
25
26
26
27
28
28
28
29
29
25
27
27
28
29
29
30
30
30
26
27
28
29
30
30
31
31
32
26
28
29
30
31
31
32
32
33
27
29
30
31
32
32
33
33
34
29
30
31
32
33
34
34
35
29
31
32
33
34
35
35
36
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
903
1132
1297
1414
1498
1559
801
1026
1197
1325
1421
1492
1547
718
934
1106
1241
1345
1425
1488
1538
649
855
1025
1162
1272
1359
1429
1485
1530
903
1132
1297
1414
1498
1559
801
1026
1197
1325
1421
1492
1547
718
934
1106
1241
1345
1425
1488
1538
649
855
1025
1162
1272
1359
1429
1485
1530
903
1132
1297
1414
1498
1559
801
1026
1197
1325
1421
1492
1547
718
934
1106
1241
1345
1425
1488
1538
649
855
1025
1162
1272
1359
1429
1485
1530
591
786
952
1090
1203
1296
1371
1432
1482
1524
591
786
952
1090
1203
1296
1371
1432
1482
1524
591
786
952
1090
1203
1296
1371
1432
1482
1524
539
727
887
1024
1139
1234
1314
1380
1434
1480
539
727
887
1024
1139
1234
1314
1380
1434
1480
505
685
838
965
1069
1154
1222
1278
1323
1361
492
675
829
964
1079
1177
1259
1328
1387
1436
492
675
829
964
1079
1177
1259
1328
1387
1436
456
632
779
904
1007
1093
1163
1221
1269
1309
No Uplift
3'-6"
20 psf
WELDS
Span Length (ft-in.)
3'-0"
30 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"
630
778
909
1023
1122
1206
1279
1340
1393
590
732
859
972
1071
1157
1231
1295
1350
553
690
814
925
1023
1109
1185
1251
1308
516
653
773
881
978
1065
1141
1209
1268
484
619
735
841
937
1023
1099
1168
1228
455
589
701
804
898
983
1060
1129
1170
561
669
769
862
946
1022
1050
1050
533
640
737
828
911
947
947
947
630
778
909
1023
1122
1206
1279
1340
1393
590
732
859
972
1071
1157
1231
1295
1350
553
690
814
925
1023
1109
1185
1251
1308
495
624
739
842
932
1011
1079
1139
1190
462
590
701
801
890
968
1037
1097
1149
433
558
666
763
851
928
997
1057
1110
530
634
729
814
890
958
1019
1050
504
604
696
780
855
922
947
947
585
726
847
950
1036
1108
1167
1217
1258
543
679
796
897
983
1055
1115
1166
1209
506
636
750
848
933
1005
1066
1117
1161
473
597
707
803
886
958
1018
1070
1114
443
562
668
762
843
913
974
1025
1070
413
530
632
723
802
871
931
982
1027
388
500
599
687
764
832
891
941
985
365
473
568
653
729
795
852
902
945
See page 18 for footnotes
90

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
3'-6"
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
40 psf
903
1132
1297
1414
1498
1559
801
1026
1197
1325
1421
1492
1547
668
877
1037
1159
1250
1319
1371
1412
596
794
952
1076
1171
1244
1301
1345
1381
50 psf
903
1132
1297
1414
1498
1559
736
949
1105
1216
1297
1355
1399
647
852
1008
1123
1209
1272
1321
1358
574
768
920
1037
1125
1192
1244
1284
1315
60 psf
824
1038
1184
1283
1352
1400
714
923
1073
1179
1254
1308
1348
624
824
973
1081
1160
1218
1262
1295
548
737
882
990
1071
1131
1176
1211
1237
70 psf
802
1012
1152
1246
1311
1356
690
894
1037
1136
1205
1255
1291
597
791
932
1032
1103
1155
1193
1222
519
701
837
935
1005
1057
1095
1124
1146
80 psf
778
982
1117
1205
1264
1306
663
860
995
1087
1150
1194
1226
567
753
884
974
1037
1082
1114
1138
485
658
781
867
926
968
999
1022
1039
90 psf
Span Length (ft-in.)
3'-0"
751
949
1076
1159
1213
1250
633
822
948
1030
1086
1125
1152
532
709
827
906
959
996
1022
1041
445
606
712
782
829
860
883
899
912
535
723
876
999
1096
1172
1232
1280
1318
1349
511
695
842
958
1047
1116
1169
1211
1244
1270
484
662
801
907
986
1046
1092
1127
1154
1176
451
622
750
843
911
960
997
1025
1046
1063
413
572
684
761
815
852
879
899
914
926
366
507
596
652
688
712
729
741
750
757
484
661
809
930
1027
1105
1167
1216
1257
1289
458
631
773
885
973
1043
1097
1139
1173
1201
428
595
727
829
906
964
1009
1043
1070
1092
392
550
669
755
818
863
897
922
942
957
349
491
589
654
698
729
750
766
777
786
290
402
465
501
523
536
546
552
557
560
436
606
748
866
963
1041
1104
1155
1196
1231
412
575
710
819
905
973
1027
1070
1104
1131
379
536
660
756
829
884
927
960
985
1006
340
485
592
669
724
764
793
814
831
844
288
410
488
536
567
588
602
612
620
625
195
250
272
281
286
289
291
293
294
294
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
558
694
809
903
981
1044
1096
1138
1173
515
645
756
848
924
987
1039
1081
1116
477
601
707
797
871
933
984
1026
1061
442
560
662
749
821
881
931
972
1007
411
524
621
704
773
831
880
920
953
382
489
583
662
728
784
830
868
900
458
546
622
685
737
781
817
848
428
512
583
642
692
733
767
795
524
653
757
841
907
959
1001
1035
1062
479
601
700
780
843
894
934
966
993
439
553
647
722
782
829
867
898
922
401
509
596
666
722
765
800
828
850
366
466
547
611
661
700
731
756
775
333
425
498
555
599
632
658
679
695
482
598
687
754
805
844
874
898
917
432
539
619
680
726
760
786
806
822
385
481
552
604
642
670
691
708
721
338
421
479
520
549
570
585
597
606
287
351
392
419
437
449
458
465
470
422
516
580
625
657
679
696
709
718
358
433
481
513
534
549
560
567
573
279
325
351
366
376
382
386
389
392
313
360
385
400
409
415
419
422
424
103
106
107
107
107
107
107
108
108
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

91
1.5PLB19
3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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
1113
1267
1374
1450
1505
795
1012
1174
1293
1381
1445
1494
714
924
1089
1215
1311
1385
1442
1486
647
848
1011
1142
1244
1325
1388
1439
1479
590
781
942
1073
1180
1266
1335
1391
1436
1474
542
723
879
1011
1120
1209
1283
1343
1393
1435
498
673
823
953
1063
1155
1232
1296
1350
1395
628
773
901
1010
1104
1183
1250
1307
1355
589
728
853
961
1055
1136
1206
1265
1316
553
688
809
916
1010
1092
1163
1225
1278
522
651
769
874
967
1050
1122
1185
1240
491
618
732
835
927
1010
1083
1147
1204
462
588
698
799
890
972
1045
1110
1168
437
560
667
765
855
936
1010
1075
1134
414
535
638
734
822
903
976
1042
1101
See page 18 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"
20
20
20
20
21
21
22
23
23
23
23
24
24
24
25
25
26
26
26
27
27
26
27
28
28
29
29
29
29
29
27
29
30
30
31
31
32
32
32
32
29
30
32
32
33
33
34
34
34
35
30
32
33
34
35
35
36
36
37
37
33
35
36
37
37
38
38
39
39
34
36
37
38
39
40
40
41
41
35
37
38
40
41
41
42
43
43
35
38
39
41
42
43
44
44
45
36
38
40
42
43
44
45
46
46
36
39
41
43
44
45
46
47
48
40
42
44
45
46
47
48
49
40
42
44
46
47
49
50
50
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1141
1421
1618
1755
1851
1921
1015
1292
1499
1651
1762
1845
1908
912
1180
1390
1551
1674
1768
1841
1897
825
1082
1291
1457
1588
1691
1772
1837
1889
1141
1421
1618
1755
1851
1921
1015
1292
1499
1651
1762
1845
1908
912
1180
1390
1551
1674
1768
1841
1897
825
1082
1291
1457
1588
1691
1772
1837
1889
1141
1421
1618
1755
1851
1921
1015
1292
1499
1651
1762
1845
1908
912
1180
1390
1551
1674
1768
1841
1897
825
1082
1291
1457
1588
1691
1772
1837
1889
753
997
1202
1370
1506
1616
1704
1776
1834
1881
753
997
1202
1370
1506
1616
1704
1776
1834
1881
696
932
1125
1278
1398
1491
1565
1623
1670
1707
692
923
1123
1290
1429
1544
1638
1715
1779
1831
692
923
1123
1290
1429
1544
1638
1715
1779
1831
632
856
1043
1194
1316
1412
1490
1551
1601
1642
636
859
1051
1217
1357
1475
1573
1655
1723
1781
636
859
1051
1217
1357
1475
1573
1655
1723
1781
576
788
969
1118
1239
1338
1417
1481
1533
1576
No Uplift
3'-6"
30 psf
WELDS
Span Length (ft-in.)
3'-0"
40 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"
802
987
1150
1290
1409
1510
1596
1669
1730
751
930
1088
1227
1347
1451
1539
1615
1680
707
878
1032
1169
1289
1394
1485
1563
1631
667
831
981
1115
1235
1340
1432
1513
1583
627
789
934
1066
1184
1289
1382
1464
1537
590
750
891
1020
1136
1241
1334
1418
1475
715
851
977
1091
1195
1289
1324
1324
683
815
937
1050
1152
1195
1195
1195
756
934
1086
1214
1321
1410
1483
1544
1595
704
875
1024
1150
1257
1347
1422
1485
1538
658
822
967
1091
1197
1288
1364
1428
1483
616
774
914
1036
1141
1231
1308
1374
1429
579
730
866
985
1089
1178
1255
1321
1378
545
691
822
938
1040
1128
1205
1271
1328
654
781
894
993
1081
1157
1223
1280
620
743
853
950
1036
1111
1176
1195
729
902
1048
1168
1267
1348
1413
1468
1512
676
842
984
1102
1200
1281
1348
1403
1449
628
788
925
1041
1138
1219
1286
1341
1388
586
739
871
984
1079
1159
1226
1281
1328
547
694
821
931
1024
1102
1168
1223
1270
512
652
775
881
972
1048
1113
1167
1213
614
732
835
922
997
1059
1113
1157
579
692
791
875
947
1008
1059
1103
See page 18 for footnotes
92

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
50 psf
1141
1421
1618
1755
1851
1921
1015
1292
1499
1651
1762
1845
1908
840
1096
1289
1432
1537
1615
1674
1718
749
994
1185
1330
1440
1524
1588
1637
1676
60 psf
1141
1421
1618
1755
1851
1921
927
1188
1373
1504
1596
1662
1711
816
1068
1255
1391
1489
1562
1616
1657
723
964
1148
1285
1388
1464
1522
1567
1602
70 psf
1039
1299
1472
1587
1665
1720
903
1159
1338
1462
1548
1610
1656
790
1036
1215
1343
1435
1502
1551
1588
694
929
1104
1232
1326
1395
1447
1486
1516
80 psf
1015
1270
1437
1547
1621
1672
876
1126
1298
1414
1495
1552
1594
760
1000
1170
1289
1373
1433
1477
1510
662
889
1053
1171
1255
1315
1359
1393
1418
988
1238
1398
1502
1572
1619
847
1089
1253
1362
1436
1488
1525
727
958
1118
1227
1302
1355
1393
1421
625
842
994
1098
1170
1221
1258
1285
1306
960
1202
1355
1453
1518
1562
814
1049
1202
1302
1369
1416
1448
690
911
1058
1156
1221
1266
1298
1322
583
787
922
1011
1070
1111
1140
1161
1176
672
905
1091
1237
1349
1436
1504
1556
1598
1632
645
872
1051
1188
1291
1370
1430
1477
1514
1543
613
834
1003
1129
1222
1292
1344
1384
1414
1439
577
790
946
1059
1139
1198
1241
1273
1298
1317
536
736
876
972
1038
1085
1118
1142
1161
1175
488
670
787
862
912
945
968
984
997
1006
606
826
1007
1151
1264
1352
1422
1477
1521
1557
577
792
964
1098
1201
1280
1341
1388
1426
1456
543
751
912
1033
1123
1191
1242
1281
1311
1335
503
701
847
951
1026
1080
1120
1150
1173
1191
457
638
762
845
902
941
968
988
1003
1015
398
552
644
699
733
756
771
781
789
795
549
757
931
1072
1184
1273
1344
1400
1446
1482
518
720
885
1014
1115
1193
1253
1301
1338
1368
481
676
827
942
1027
1091
1140
1177
1206
1228
437
619
752
846
912
960
994
1020
1040
1055
382
541
644
710
752
781
801
815
825
833
302
411
463
491
506
516
522
526
529
532
100 psf
3'-6"
90 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
696
863
999
1109
1198
1269
1325
1371
1409
642
801
932
1040
1126
1196
1253
1298
1336
592
744
871
974
1058
1127
1182
1227
1264
548
692
813
912
993
1059
1113
1156
1192
507
644
759
854
931
994
1044
1086
1120
469
599
708
798
870
929
977
1016
1047
557
659
743
810
865
909
944
973
517
612
689
750
799
839
870
896
657
813
937
1034
1109
1168
1214
1250
1280
599
747
864
956
1028
1084
1128
1162
1190
546
685
795
881
948
1000
1041
1073
1098
498
627
729
808
868
915
952
980
1003
452
571
663
733
786
827
858
882
902
407
514
595
655
699
732
757
776
791
607
748
855
933
992
1036
1070
1096
1117
544
673
769
839
891
930
959
981
999
483
598
682
741
784
815
839
856
870
422
520
586
632
664
686
703
715
725
353
426
470
499
517
530
539
545
550
541
657
737
792
831
859
879
894
906
462
557
618
658
685
704
718
727
735
369
432
468
489
503
512
518
523
526
202
215
220
223
225
226
226
227
227
435
506
548
572
588
599
606
611
615
271
295
305
311
314
316
317
318
319
105
107
107
107
108
108
108
108
108
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

93
1.5PLB18
3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern



= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
1026
1281
1455
1573
1655
1713
914
1168
1353
1486
1581
1651
1703
822
1069
1258
1401
1507
1587
1648
1695
745
982
1172
1320
1434
1523
1591
1645
1688
680
907
1094
1244
1364
1459
1535
1595
1643
1683
625
841
1023
1174
1298
1398
1479
1544
1598
1642
578
782
960
1110
1235
1338
1424
1494
1552
1600
731
903
1050
1176
1282
1370
1444
1506
1558
686
851
996
1121
1228
1319
1396
1461
1516
645
804
946
1070
1177
1270
1349
1417
1475
609
762
900
1022
1129
1223
1304
1374
1435
577
724
858
978
1084
1178
1260
1332
1395
544
689
819
937
1042
1136
1219
1292
1356
657
783
898
1002
1096
1179
1253
1319
628
750
862
965
1058
1141
1216
1282
See page 18 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"
26
27
27
28
28
28
29
30
31
31
32
32
32
32
33
34
35
35
35
36
36
34
36
37
38
38
39
39
39
40
36
38
39
40
41
42
42
43
43
43
37
40
42
43
44
45
45
46
46
46
38
42
44
45
46
47
48
48
49
49
43
45
47
49
50
50
51
52
52
44
47
49
50
52
53
53
54
55
45
48
50
52
54
55
56
56
57
46
49
52
54
55
57
58
59
59
46
50
53
55
57
58
59
60
61
46
51
54
56
58
60
61
62
63
51
55
57
59
61
63
64
65
51
55
58
60
62
64
65
66
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1310
1635
1857
2008
2113
2187
1167
1491
1727
1896
2018
2108
2174
1049
1365
1607
1788
1924
2026
2104
2164
951
1254
1496
1685
1831
1944
2032
2100
2155
1310
1635
1857
2008
2113
2187
1167
1491
1727
1896
2018
2108
2174
1049
1365
1607
1788
1924
2026
2104
2164
951
1254
1496
1685
1831
1944
2032
2100
2155
1310
1635
1857
2008
2113
2187
1167
1491
1727
1896
2018
2108
2174
1049
1365
1607
1788
1924
2026
2104
2164
951
1254
1496
1685
1831
1944
2032
2100
2155
868
1158
1396
1589
1742
1863
1959
2036
2098
2148
868
1158
1396
1589
1742
1863
1959
2036
2098
2148
868
1158
1396
1589
1742
1863
1959
2036
2098
2148
798
1073
1306
1499
1657
1784
1887
1971
2040
2096
798
1073
1306
1499
1657
1784
1887
1971
2040
2096
741
1009
1229
1406
1545
1656
1742
1812
1867
1912
738
999
1225
1417
1577
1709
1817
1907
1981
2043
738
999
1225
1417
1577
1709
1817
1907
1981
2043
678
932
1146
1320
1461
1574
1665
1737
1796
1844
No Uplift
3'-6"
30 psf
WELDS
Span Length (ft-in.)
3'-0"
40 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"
933
1152
1341
1501
1636
1749
1844
1923
1989
875
1086
1271
1431
1568
1684
1782
1865
1936
824
1027
1208
1366
1503
1621
1722
1809
1883
778
973
1149
1305
1442
1561
1665
1754
1831
736
924
1095
1248
1384
1504
1609
1701
1781
695
879
1045
1196
1330
1450
1556
1649
1731
839
1000
1147
1280
1399
1505
1600
1603
801
957
1101
1232
1350
1447
1447
1447
933
1152
1341
1501
1636
1749
1844
1923
1989
830
1034
1208
1356
1479
1581
1666
1737
1796
777
973
1143
1289
1412
1516
1603
1676
1737
730
918
1084
1227
1350
1454
1542
1616
1680
687
868
1029
1169
1291
1395
1484
1559
1624
648
822
978
1116
1235
1339
1428
1504
1570
780
932
1066
1184
1286
1375
1452
1518
742
888
1019
1135
1236
1324
1401
1447
864
1070
1242
1383
1497
1590
1665
1727
1777
804
1002
1170
1309
1424
1518
1595
1659
1711
750
941
1104
1241
1355
1450
1528
1593
1647
702
885
1043
1178
1291
1385
1464
1529
1584
658
834
987
1118
1230
1323
1402
1467
1523
618
787
935
1063
1172
1264
1342
1408
1463
744
887
1011
1118
1208
1285
1350
1405
704
842
963
1066
1155
1230
1294
1349
See page 18 for footnotes
94

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
50 psf
1310
1635
1857
2008
2113
2187
1167
1491
1727
1896
2018
2108
2174
1049
1365
1607
1788
1924
2026
2104
2164
879
1170
1394
1561
1687
1781
1852
1907
1950
60 psf
1310
1635
1857
2008
2113
2187
1084
1391
1606
1754
1857
1931
1985
960
1258
1476
1632
1745
1827
1888
1933
855
1141
1358
1518
1637
1725
1791
1841
1880
70 psf
1213
1518
1717
1847
1934
1994
1061
1364
1572
1714
1812
1882
1932
935
1228
1439
1588
1694
1770
1826
1868
828
1109
1317
1469
1579
1660
1720
1766
1801
80 psf
1191
1490
1683
1808
1892
1949
1036
1333
1534
1669
1762
1827
1874
908
1194
1396
1537
1636
1706
1757
1795
799
1072
1271
1412
1513
1586
1640
1680
1711
1166
1460
1647
1766
1845
1899
1009
1299
1492
1620
1707
1767
1810
877
1156
1349
1480
1571
1634
1680
1714
766
1030
1217
1347
1438
1502
1549
1583
1610
1140
1427
1607
1721
1795
1846
979
1261
1445
1566
1646
1701
1740
844
1114
1295
1416
1498
1554
1595
1625
729
982
1155
1271
1351
1406
1445
1474
1496
792
1069
1289
1459
1589
1688
1764
1824
1871
1908
767
1039
1251
1413
1534
1625
1695
1749
1791
1824
738
1004
1207
1358
1470
1553
1615
1663
1700
1729
705
964
1156
1295
1395
1468
1523
1563
1595
1619
669
917
1095
1220
1307
1370
1415
1449
1474
1494
628
862
1023
1130
1203
1253
1289
1315
1335
1350
718
981
1195
1364
1496
1598
1678
1741
1791
1832
691
949
1155
1314
1437
1530
1602
1658
1702
1737
660
911
1107
1255
1366
1449
1512
1560
1598
1628
625
868
1050
1184
1281
1352
1405
1445
1476
1500
584
815
981
1097
1178
1236
1278
1309
1332
1350
537
751
893
987
1050
1092
1123
1144
1161
1173
653
903
1110
1277
1409
1513
1595
1661
1713
1756
625
869
1067
1224
1345
1439
1512
1569
1614
1650
591
829
1016
1159
1267
1348
1410
1458
1496
1525
553
781
953
1079
1170
1237
1287
1325
1353
1376
508
721
871
975
1047
1097
1134
1160
1180
1196
453
641
760
835
883
915
938
953
965
974
100 psf
3'-6"
90 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
834
1033
1196
1327
1432
1515
1582
1636
1680
772
964
1122
1251
1355
1439
1506
1561
1606
717
900
1054
1180
1282
1365
1433
1487
1533
667
843
990
1113
1213
1294
1361
1415
1460
621
789
932
1050
1147
1226
1291
1345
1389
580
740
877
990
1084
1161
1223
1275
1318
695
825
934
1023
1097
1157
1206
1247
652
776
879
964
1034
1091
1138
1176
798
988
1140
1258
1351
1424
1481
1526
1563
734
916
1062
1177
1267
1338
1395
1439
1475
676
849
989
1099
1186
1255
1309
1353
1388
624
787
920
1025
1108
1173
1224
1266
1299
575
730
854
953
1030
1091
1139
1177
1208
530
675
791
882
953
1009
1052
1087
1114
622
729
811
875
924
962
992
1015
569
665
737
792
833
865
890
909
755
932
1069
1172
1250
1310
1356
1392
1420
687
854
983
1080
1153
1209
1253
1286
1313
625
781
900
989
1057
1108
1147
1177
1201
567
710
818
898
957
1002
1036
1062
1082
511
640
734
803
852
889
917
937
954
454
566
643
698
736
763
783
798
809
701
860
976
1060
1121
1166
1200
1225
1245
627
771
874
948
1000
1039
1067
1089
1106
554
681
768
828
870
900
922
939
952
479
582
649
692
721
742
756
767
775
388
457
496
520
534
544
551
556
559
630
762
849
908
949
978
999
1014
1026
538
643
710
752
780
800
814
824
831
428
496
534
556
570
579
586
590
594
230
243
249
252
253
254
255
255
255
522
608
657
687
705
718
727
733
738
354
389
406
415
420
423
425
427
428
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

95
1.5PLB22
3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
668
839
986
1110
1213
1299
583
741
880
1002
1107
1197
1274
517
661
792
909
1013
1105
1185
1254
458
596
718
830
932
1022
1103
1175
1238
410
542
656
763
860
949
1030
1102
1167
1225
371
494
604
704
798
884
963
1035
1101
1161
338
451
558
653
743
826
903
975
1040
1100
415
519
609
694
774
849
919
984
1044
384
481
570
651
728
801
869
933
992
357
448
535
613
687
757
823
886
944
333
418
503
579
650
717
782
843
900
313
393
473
548
616
681
744
803
859
296
371
447
520
585
648
709
767
822
352
423
494
557
618
677
733
785
334
402
470
532
591
647
702
709
See page 18 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"
49
51
52
53
54
55
52
54
55
57
58
59
59
53
56
58
59
60
62
63
64
54
57
59
61
62
64
65
66
67
54
57
60
62
64
65
67
68
69
70
54
57
60
63
65
66
68
69
71
72
54
57
60
63
65
67
69
70
72
73
57
60
62
65
67
69
71
72
74
56
59
62
65
67
69
71
73
74
55
58
61
64
67
69
71
73
75
54
57
61
64
66
69
71
73
74
53
57
60
63
66
68
70
72
74
52
56
59
62
65
67
70
72
74
54
58
61
64
67
69
71
73
53
57
60
63
66
68
71
73
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
853
1071
1258
1416
1548
1658
745
945
1123
1279
1413
1528
1626
660
844
1011
1161
1294
1410
1512
1601
584
761
917
1060
1189
1305
1408
1500
1581
853
1071
1258
1416
1548
1658
745
945
1123
1279
1413
1528
1626
660
844
1011
1161
1294
1410
1512
1601
584
761
917
1060
1189
1305
1408
1500
1581
853
1071
1258
1416
1548
1658
745
945
1123
1279
1413
1528
1626
660
844
1011
1161
1294
1410
1512
1601
584
761
917
1060
1189
1305
1408
1500
1581
523
692
838
974
1098
1212
1314
1407
1490
1564
523
692
838
974
1098
1212
1314
1407
1490
1564
523
692
838
974
1098
1212
1314
1407
1490
1564
473
631
770
899
1018
1128
1230
1322
1406
1482
473
631
770
899
1018
1128
1230
1322
1406
1482
473
631
770
899
1018
1128
1230
1322
1406
1482
431
576
713
834
948
1055
1153
1244
1328
1404
431
576
713
834
948
1055
1153
1244
1328
1404
431
576
713
834
948
1055
1153
1244
1328
1404
No Uplift
3'-6"
30 psf
WELDS
Span Length (ft-in.)
3'-0"
40 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
662
777
886
989
1084
1174
1256
1333
490
614
727
831
930
1022
1110
1191
1267
456
571
683
782
877
966
1051
1131
1206
425
534
643
739
829
916
998
1076
1107
400
502
604
699
786
870
949
981
981
377
474
571
664
747
828
875
875
875
449
541
631
712
785
785
785
785
427
514
601
679
709
709
709
709
530
662
777
886
989
1084
1174
1256
1333
490
614
727
831
930
1022
1110
1191
1267
456
571
683
782
877
966
1051
1131
1206
425
534
643
739
829
916
998
1076
1107
400
502
604
699
786
870
949
981
981
358
455
551
638
720
797
872
875
875
337
429
521
605
684
759
785
785
785
319
406
493
575
651
709
709
709
709
530
662
777
886
989
1084
1174
1256
1333
463
586
693
794
889
977
1058
1134
1203
428
544
648
744
835
920
1000
1073
1142
397
506
608
700
787
869
946
1018
1085
370
472
572
659
743
822
897
967
981
347
444
539
623
703
779
852
875
875
See page 18 for footnotes
96

VP1
VULCRAFT
www.vulcraft.com
1.5PLB22



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
50 psf
853
1071
1258
1416
1548
1658
745
945
1123
1279
1413
1528
1626
660
844
1011
1161
1294
1410
1512
1601
584
761
917
1060
1189
1305
1408
1500
1581
60 psf
853
1071
1258
1416
1548
1658
745
945
1123
1279
1413
1528
1626
660
844
1011
1161
1294
1410
1512
1601
543
714
867
1004
1127
1234
1328
1410
1482
70 psf
853
1071
1258
1416
1548
1658
745
945
1123
1279
1413
1528
1626
607
788
950
1093
1216
1323
1414
1491
532
702
853
989
1109
1214
1305
1385
1453
80 psf
853
1071
1258
1416
1548
1658
685
882
1052
1198
1321
1425
1511
595
775
936
1076
1197
1301
1389
1465
520
688
838
972
1089
1191
1279
1356
1421
788
1000
1179
1325
1445
1542
673
869
1038
1182
1302
1403
1486
582
761
920
1058
1177
1277
1363
1435
507
673
821
952
1067
1166
1250
1323
1385
660
855
1022
1163
1281
1379
1460
568
746
903
1039
1154
1251
1333
1402
492
657
803
931
1042
1137
1218
1287
1345
439
595
730
854
969
1073
1167
1251
1327
1395
428
583
716
839
952
1053
1145
1226
1299
1364
415
568
701
822
932
1031
1119
1198
1267
1328
402
553
683
803
910
1005
1090
1165
1230
1287
387
535
664
781
884
976
1056
1126
1187
1240
370
516
643
756
855
942
1017
1081
1136
1184
396
541
670
788
897
998
1089
1172
1248
1315
384
529
656
772
880
978
1066
1147
1219
1283
371
516
640
754
859
954
1040
1116
1185
1246
357
499
622
734
836
927
1009
1081
1145
1201
341
481
601
710
808
895
972
1039
1097
1148
776
988
1164
1309
1426
1521
523
692
838
974
1098
1212
1314
1407
1490
1564
480
643
786
916
1033
1138
1232
1314
1387
1451
468
630
771
899
1015
1117
1207
1287
1356
1417
455
615
755
881
994
1093
1180
1256
1322
1379
441
599
737
861
970
1066
1149
1220
1283
1336
426
581
717
838
943
1034
1113
1180
1238
1287
100 psf
3'-6"
90 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
493
618
730
834
931
1019
1101
1175
1242
452
573
679
778
870
956
1035
1108
1175
416
532
633
728
816
899
976
1047
1112
385
494
592
683
768
847
922
991
1054
481
603
714
816
910
996
1074
1145
1209
439
557
662
759
849
932
1008
1077
1140
8'-6"
9'-0"
9'-6"
10'-0"
467
586
695
794
885
968
1042
1109
1169
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

97
1.5PLB20
3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern



= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
946
1183
1383
1550
1688
1802
828
1046
1239
1405
1547
1667
1769
734
936
1117
1279
1421
1544
1651
1743
659
845
1015
1170
1309
1433
1542
1638
1722
592
769
929
1077
1211
1333
1442
1540
1627
1705
536
705
855
995
1125
1244
1352
1450
1539
1618
489
650
792
925
1049
1164
1270
1368
1456
1537
599
736
863
981
1093
1196
1292
1381
1462
554
688
808
921
1029
1129
1223
1311
1392
516
645
759
868
971
1069
1160
1246
1326
482
603
716
820
919
1013
1103
1187
1266
452
567
677
777
872
963
1050
1132
1210
426
534
642
737
829
917
1001
1082
1158
506
608
702
790
875
957
1035
1050
480
577
669
754
837
916
947
947
See page 18 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"
69
72
75
77
78
79
71
75
78
81
83
84
86
72
77
80
83
85
88
89
91
72
77
81
84
87
90
92
94
95
71
77
81
85
88
91
93
96
97
99
70
76
81
85
89
92
94
97
99
101
69
75
80
84
88
92
95
97
100
102
73
79
84
88
91
95
97
100
102
72
78
82
87
91
94
97
100
102
70
76
81
86
90
93
96
99
102
69
75
80
84
89
92
96
99
101
67
73
78
83
87
91
95
98
101
65
71
77
82
86
90
93
97
100
70
75
80
85
89
92
96
99
68
74
79
83
87
91
94
98
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1208
1510
1766
1979
2155
2300
1057
1336
1581
1793
1975
2128
2258
937
1194
1427
1633
1814
1971
2107
2225
841
1078
1296
1494
1671
1829
1968
2091
2198
1208
1510
1766
1979
2155
2300
1057
1336
1581
1793
1975
2128
2258
937
1194
1427
1633
1814
1971
2107
2225
841
1078
1296
1494
1671
1829
1968
2091
2198
1208
1510
1766
1979
2155
2300
1057
1336
1581
1793
1975
2128
2258
937
1194
1427
1633
1814
1971
2107
2225
841
1078
1296
1494
1671
1829
1968
2091
2198
755
981
1186
1374
1546
1702
1841
1966
2077
2176
755
981
1186
1374
1546
1702
1841
1966
2077
2176
755
981
1186
1374
1546
1702
1841
1966
2077
2176
684
900
1092
1271
1436
1588
1726
1851
1964
2066
684
900
1092
1271
1436
1588
1726
1851
1964
2066
684
900
1092
1271
1436
1588
1726
1851
1964
2066
624
830
1010
1180
1339
1486
1622
1746
1859
1963
624
830
1010
1180
1339
1486
1622
1746
1859
1963
624
830
1010
1180
1339
1486
1622
1746
1859
1963
No Uplift
3'-6"
40 psf
WELDS
Span Length (ft-in.)
3'-0"
50 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"
765
940
1101
1253
1395
1527
1650
1762
1866
708
878
1031
1176
1313
1442
1562
1673
1776
659
824
969
1108
1240
1364
1481
1591
1684
616
770
914
1047
1173
1294
1408
1480
1480
578
723
864
991
1113
1230
1311
1311
1311
544
681
819
941
1059
1170
1170
1170
1170
645
776
896
1009
1050
1050
1050
1050
613
737
854
947
947
947
947
947
765
940
1101
1253
1395
1527
1650
1762
1866
708
878
1031
1176
1313
1442
1562
1673
1776
659
824
969
1108
1240
1364
1481
1591
1684
584
739
875
1005
1127
1243
1351
1452
1480
545
691
825
949
1067
1178
1284
1311
1311
511
648
779
898
1011
1119
1170
1170
1170
611
738
852
961
1050
1050
1050
1050
578
700
809
914
947
947
947
947
724
893
1050
1197
1332
1457
1571
1675
1769
666
829
979
1119
1250
1371
1482
1584
1678
615
773
915
1049
1175
1292
1401
1501
1593
571
724
859
987
1108
1221
1326
1424
1480
532
677
808
930
1046
1156
1258
1311
1311
497
634
762
879
991
1096
1170
1170
1170
See page 18 for footnotes
98

VP1
VULCRAFT
www.vulcraft.com
1.5PLB20



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
60 psf
1208
1510
1766
1979
2155
2300
1057
1336
1581
1793
1975
2128
2258
937
1194
1427
1633
1814
1971
2107
2225
841
1078
1296
1494
1671
1829
1968
2091
2198
70 psf
1208
1510
1766
1979
2155
2300
1057
1336
1581
1793
1975
2128
2258
937
1194
1427
1633
1814
1971
2107
2225
841
1078
1296
1494
1671
1829
1968
2091
2198
80 psf
1208
1510
1766
1979
2155
2300
1057
1336
1581
1793
1975
2128
2258
868
1121
1346
1542
1710
1854
1976
2080
767
1001
1212
1399
1564
1707
1831
1938
2030
1208
1510
1766
1979
2155
2300
1057
1336
1581
1793
1975
2128
2258
854
1106
1329
1523
1689
1830
1949
2050
752
985
1194
1379
1541
1681
1801
1905
1993
1208
1510
1766
1979
2155
2300
966
1239
1473
1670
1834
1970
2082
839
1091
1312
1502
1665
1803
1919
2016
736
968
1175
1358
1516
1652
1769
1869
1953
1113
1406
1648
1845
2004
2131
952
1223
1455
1650
1811
1944
2053
824
1073
1292
1480
1640
1774
1886
1980
719
949
1155
1334
1489
1621
1733
1829
1910
755
981
1186
1374
1546
1702
1841
1966
2077
2176
695
915
1114
1295
1457
1600
1727
1838
1935
2021
681
899
1097
1276
1435
1576
1699
1806
1900
1982
666
883
1079
1255
1411
1548
1667
1771
1861
1939
650
864
1059
1232
1384
1517
1633
1732
1818
1892
632
845
1037
1207
1355
1483
1594
1688
1769
1839
634
845
1033
1206
1364
1507
1635
1749
1850
1940
621
830
1017
1189
1344
1484
1609
1719
1818
1904
606
814
999
1169
1321
1458
1579
1686
1780
1863
590
796
980
1147
1296
1429
1546
1649
1738
1817
573
776
958
1122
1268
1396
1508
1606
1691
1765
555
755
934
1095
1236
1359
1466
1558
1638
1706
573
773
950
1114
1265
1404
1529
1642
1743
1834
559
757
933
1095
1244
1380
1502
1611
1709
1796
543
740
914
1075
1221
1353
1471
1576
1669
1752
527
721
893
1051
1194
1322
1435
1536
1624
1702
508
700
871
1025
1164
1287
1395
1490
1573
1645
488
678
845
996
1129
1247
1349
1437
1514
1580
110 psf
100 psf
3'-6"
90 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
711
877
1033
1178
1311
1433
1543
1644
1734
652
813
961
1099
1227
1346
1454
1553
1642
601
756
897
1029
1152
1266
1372
1468
1557
556
706
840
966
1084
1194
1297
1391
1478
516
661
788
909
1022
1129
1227
1311
1311
694
859
1013
1156
1286
1405
1512
1608
1695
637
795
941
1077
1202
1316
1421
1515
1601
585
737
876
1006
1126
1236
1337
1430
1513
676
840
992
1131
1258
1372
1475
1567
1649
620
774
918
1051
1172
1283
1382
1472
1552
9'-0"
9'-6"
10'-0"
656
818
967
1103
1225
1335
1432
1519
1595
634
793
939
1071
1188
1291
1382
1462
1532
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

99
1.5PLB19



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
1207
1505
1756
1963
2133
2272
1056
1333
1575
1783
1959
2107
2232
937
1193
1423
1626
1803
1956
2087
2201
841
1078
1295
1490
1664
1818
1953
2071
2175
763
982
1185
1372
1541
1694
1830
1951
2058
2154
691
901
1092
1270
1433
1582
1717
1839
1949
2048
631
831
1011
1180
1337
1482
1615
1737
1847
1948
772
941
1101
1252
1393
1523
1643
1753
1854
715
880
1032
1176
1312
1439
1557
1666
1767
666
825
970
1108
1239
1362
1478
1585
1686
623
777
915
1047
1173
1293
1405
1511
1610
585
731
866
992
1114
1229
1339
1442
1540
551
689
821
943
1059
1171
1278
1379
1475
651
781
897
1010
1118
1221
1320
1324
618
743
856
964
1069
1169
1195
1195
See page 18 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"
90
95
99
102
105
107
91
98
103
107
110
112
115
91
99
104
109
113
116
119
121
90
98
105
110
114
118
121
124
126
88
97
104
110
115
119
123
126
129
131
86
96
103
110
115
119
123
127
130
133
84
94
102
108
114
119
123
127
131
134
91
100
107
113
118
123
127
130
134
89
98
105
111
117
122
126
130
134
87
96
103
110
115
121
125
129
133
84
93
101
108
114
119
124
128
132
82
91
99
106
112
117
122
127
131
80
89
97
104
110
116
121
125
129
87
95
102
108
114
119
124
128
85
93
100
106
112
117
122
126
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1540
1921
2241
2506
2723
2901
1348
1702
2011
2276
2501
2690
2850
1197
1523
1817
2075
2301
2496
2665
2809
1074
1376
1653
1902
2124
2321
2493
2644
2776
1540
1921
2241
2506
2723
2901
1348
1702
2011
2276
2501
2690
2850
1197
1523
1817
2075
2301
2496
2665
2809
1074
1376
1653
1902
2124
2321
2493
2644
2776
1540
1921
2241
2506
2723
2901
1348
1702
2011
2276
2501
2690
2850
1197
1523
1817
2075
2301
2496
2665
2809
1074
1376
1653
1902
2124
2321
2493
2644
2776
973
1253
1513
1751
1968
2162
2336
2491
2628
2749
973
1253
1513
1751
1968
2162
2336
2491
2628
2749
973
1253
1513
1751
1968
2162
2336
2491
2628
2749
882
1150
1394
1621
1829
2020
2192
2348
2488
2614
882
1150
1394
1621
1829
2020
2192
2348
2488
2614
882
1150
1394
1621
1829
2020
2192
2348
2488
2614
806
1061
1291
1506
1707
1892
2062
2217
2359
2487
806
1061
1291
1506
1707
1892
2062
2217
2359
2487
806
1061
1291
1506
1707
1892
2062
2217
2359
2487
No Uplift
3'-6"
50 psf
WELDS
Span Length (ft-in.)
3'-0"
60 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"
985
1201
1406
1598
1778
1944
2097
2238
2367
913
1123
1317
1502
1675
1837
1987
2127
2256
850
1054
1239
1415
1582
1739
1886
2024
2124
795
992
1168
1337
1498
1650
1794
1866
1866
746
933
1105
1267
1422
1569
1653
1653
1653
703
880
1048
1203
1352
1475
1475
1475
1475
832
997
1146
1289
1324
1324
1324
1324
789
948
1093
1195
1195
1195
1195
1195
985
1201
1406
1598
1778
1944
2097
2238
2367
913
1123
1317
1502
1675
1837
1987
2127
2256
805
1002
1184
1355
1516
1665
1804
1932
2050
749
939
1112
1276
1431
1576
1711
1837
1866
699
883
1048
1205
1354
1494
1625
1653
1653
654
831
989
1140
1283
1419
1475
1475
1475
782
936
1081
1219
1324
1324
1324
1324
738
888
1027
1160
1195
1195
1195
1195
924
1137
1336
1521
1692
1847
1989
2117
2233
856
1056
1246
1423
1587
1739
1878
2004
2120
791
985
1165
1335
1493
1640
1775
1900
2014
734
921
1093
1255
1408
1550
1682
1804
1866
683
864
1028
1183
1330
1467
1595
1653
1653
638
813
969
1118
1259
1392
1475
1475
1475
See page 18 for footnotes
100

VP1
VULCRAFT
www.vulcraft.com
1.5PLB19



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
70 psf
1540
1921
2241
2506
2723
2901
1348
1702
2011
2276
2501
2690
2850
1197
1523
1817
2075
2301
2496
2665
2809
1074
1376
1653
1902
2124
2321
2493
2644
2776
80 psf
1540
1921
2241
2506
2723
2901
1348
1702
2011
2276
2501
2690
2850
1197
1523
1817
2075
2301
2496
2665
2809
1074
1376
1653
1902
2124
2321
2493
2644
2776
1540
1921
2241
2506
2723
2901
1348
1702
2011
2276
2501
2690
2850
1197
1523
1817
2075
2301
2496
2665
2809
984
1281
1549
1785
1991
2170
2324
2456
2569
1540
1921
2241
2506
2723
2901
1348
1702
2011
2276
2501
2690
2850
1097
1418
1700
1943
2150
2326
2474
2598
968
1264
1530
1763
1967
2142
2292
2420
2530
1540
1921
2241
2506
2723
2901
1242
1587
1882
2130
2334
2503
2642
1081
1401
1680
1921
2125
2297
2442
2563
951
1246
1509
1740
1940
2111
2257
2382
2488
1540
1921
2241
2506
2723
2901
1226
1570
1863
2108
2309
2475
2610
1065
1382
1660
1897
2098
2266
2407
2524
933
1226
1487
1715
1911
2078
2220
2340
2442
973
1253
1513
1751
1968
2162
2336
2491
2628
2749
894
1170
1423
1651
1854
2034
2191
2329
2449
2553
878
1153
1404
1630
1830
2006
2160
2294
2410
2511
861
1135
1384
1607
1804
1977
2126
2256
2368
2465
843
1115
1363
1583
1776
1944
2089
2214
2322
2414
823
1095
1339
1556
1745
1908
2048
2168
2271
2359
817
1079
1318
1537
1735
1914
2073
2214
2339
2450
802
1062
1300
1517
1713
1888
2044
2181
2303
2409
786
1044
1280
1495
1688
1859
2011
2145
2262
2365
769
1025
1259
1471
1660
1828
1975
2104
2217
2315
750
1004
1236
1445
1630
1793
1935
2059
2167
2260
730
982
1211
1416
1597
1755
1891
2009
2111
2199
738
987
1212
1420
1611
1784
1940
2080
2206
2317
723
970
1193
1399
1587
1757
1910
2046
2167
2275
706
951
1173
1376
1561
1727
1876
2008
2124
2227
687
931
1150
1351
1532
1694
1838
1965
2076
2174
668
908
1126
1323
1500
1657
1795
1916
2022
2114
646
885
1099
1293
1465
1616
1747
1862
1961
2047
120 psf
110 psf
100 psf
3'-6"
90 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
908
1119
1317
1500
1667
1820
1958
2082
2194
838
1038
1226
1401
1562
1710
1845
1968
2079
775
966
1145
1312
1467
1610
1742
1862
1972
717
902
1072
1231
1381
1519
1647
1765
1866
666
844
1006
1159
1302
1436
1560
1653
1653
890
1100
1295
1475
1640
1788
1922
2042
2149
819
1018
1203
1375
1533
1678
1808
1926
2033
757
945
1121
1286
1437
1577
1704
1819
1923
698
880
1047
1204
1350
1484
1607
1720
1822
870
1078
1272
1448
1608
1753
1882
1997
2099
798
995
1178
1347
1501
1640
1766
1878
1979
735
921
1095
1256
1403
1538
1659
1769
1867
848
1055
1245
1418
1573
1712
1836
1945
2042
776
970
1150
1315
1464
1598
1717
1823
1918
9'-0"
9'-6"
10'-0"
825
1029
1216
1384
1534
1667
1784
1886
1977
799
1000
1183
1345
1489
1614
1724
1819
1902
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

101
1.5PLB18



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
1383
1737
2029
2267
2459
2614
1212
1541
1825
2066
2267
2434
2573
1076
1382
1653
1889
2093
2266
2414
2540
966
1249
1506
1735
1937
2113
2266
2399
2514
876
1139
1380
1600
1798
1973
2129
2266
2386
2492
797
1045
1273
1483
1674
1847
2003
2142
2266
2376
729
965
1180
1380
1565
1734
1888
2027
2153
2266
896
1099
1289
1467
1631
1782
1921
2047
2162
835
1027
1209
1379
1539
1687
1823
1949
2064
778
964
1137
1301
1455
1599
1733
1857
1972
728
908
1073
1230
1379
1519
1650
1773
1887
683
858
1016
1166
1310
1446
1574
1694
1807
644
811
964
1108
1247
1379
1504
1622
1733
767
917
1056
1189
1317
1439
1554
1603
727
874
1008
1136
1260
1378
1447
1447
See page 18 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"
110
119
125
129
133
136
111
121
128
134
138
142
145
110
121
129
136
141
146
149
152
108
120
129
137
143
148
152
156
159
105
118
128
136
143
149
153
157
161
164
102
115
126
135
142
149
154
158
162
166
99
113
124
133
141
148
153
158
163
166
110
121
131
139
146
152
158
162
167
107
119
129
137
145
151
157
162
166
104
116
126
135
143
149
155
160
165
101
113
124
133
140
147
154
159
164
98
110
121
130
138
145
152
157
162
95
107
118
127
136
143
150
155
161
105
115
125
133
141
147
153
159
102
113
122
131
138
145
151
157
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
1766
2217
2591
2895
3140
3337
1547
1968
2330
2637
2894
3107
3284
1374
1764
2110
2411
2671
2893
3082
3243
1234
1595
1922
2214
2472
2697
2893
3062
3209
1766
2217
2591
2895
3140
3337
1547
1968
2330
2637
2894
3107
3284
1374
1764
2110
2411
2671
2893
3082
3243
1234
1595
1922
2214
2472
2697
2893
3062
3209
1766
2217
2591
2895
3140
3337
1547
1968
2330
2637
2894
3107
3284
1374
1764
2110
2411
2671
2893
3082
3243
1234
1595
1922
2214
2472
2697
2893
3062
3209
1119
1454
1762
2043
2295
2519
2718
2893
3046
3181
1119
1454
1762
2043
2295
2519
2718
2893
3046
3181
1119
1454
1762
2043
2295
2519
2718
2893
3046
3181
1018
1334
1625
1893
2137
2358
2557
2734
2892
3033
1018
1334
1625
1893
2137
2358
2557
2734
2892
3033
1018
1334
1625
1893
2137
2358
2557
2734
2892
3033
930
1232
1506
1761
1997
2213
2410
2588
2748
2892
930
1232
1506
1761
1997
2213
2410
2588
2748
2892
867
1162
1431
1678
1904
2107
2290
2452
2596
2724
No Uplift
3'-6"
60 psf
WELDS
Span Length (ft-in.)
3'-0"
70 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"
1144
1402
1646
1872
2082
2275
2452
2613
2759
1066
1311
1543
1761
1964
2153
2327
2488
2635
993
1231
1452
1661
1857
2041
2212
2371
2518
929
1160
1370
1570
1760
1939
2107
2261
2261
872
1096
1297
1489
1672
1846
2003
2003
2003
822
1035
1230
1415
1592
1760
1787
1787
1787
979
1170
1348
1518
1603
1603
1603
1603
928
1116
1286
1447
1447
1447
1447
1447
1144
1402
1646
1872
2082
2275
2452
2613
2759
1008
1248
1475
1685
1879
2057
2219
2366
2499
937
1166
1382
1583
1771
1944
2103
2248
2381
871
1093
1298
1492
1673
1841
1996
2139
2261
813
1027
1223
1409
1583
1746
1898
2003
2003
761
968
1155
1333
1502
1660
1787
1787
1787
914
1094
1265
1427
1580
1603
1603
1603
864
1037
1202
1358
1447
1447
1447
1447
1071
1325
1560
1777
1975
2153
2314
2459
2588
992
1231
1456
1663
1855
2029
2188
2331
2460
922
1148
1362
1561
1746
1916
2071
2212
2340
856
1074
1278
1469
1647
1812
1963
2102
2229
797
1008
1202
1386
1557
1717
1864
2000
2003
744
948
1134
1310
1475
1629
1773
1787
1787
See page 18 for footnotes
102

VP1
VULCRAFT
www.vulcraft.com
1.5PLB18



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
36/7 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
4'-0"
4'-6"
5'-0"
5'-6"
6'-0"
80 psf
1766
2217
2591
2895
3140
3337
1547
1968
2330
2637
2894
3107
3284
1374
1764
2110
2411
2671
2893
3082
3243
1234
1595
1922
2214
2472
2697
2893
3062
3209
1766
2217
2591
2895
3140
3337
1547
1968
2330
2637
2894
3107
3284
1374
1764
2110
2411
2671
2893
3082
3243
1234
1595
1922
2214
2472
2697
2893
3062
3209
1766
2217
2591
2895
3140
3337
1547
1968
2330
2637
2894
3107
3284
1374
1764
2110
2411
2671
2893
3082
3243
1134
1489
1805
2081
2319
2523
2696
2843
2968
1766
2217
2591
2895
3140
3337
1547
1968
2330
2637
2894
3107
3284
1266
1647
1979
2262
2500
2699
2864
3002
1118
1472
1785
2059
2293
2493
2662
2806
2927
1766
2217
2591
2895
3140
3337
1432
1843
2189
2475
2708
2897
3051
1250
1630
1960
2240
2474
2669
2831
2965
1101
1453
1765
2035
2266
2461
2627
2766
2883
1766
2217
2591
2895
3140
3337
1417
1826
2170
2452
2682
2868
3019
1233
1612
1939
2216
2447
2638
2795
2926
1084
1434
1743
2009
2236
2427
2588
2723
2836
1119
1454
1762
2043
2295
2519
2718
2893
3046
3181
1029
1359
1659
1926
2162
2367
2545
2699
2832
2947
1013
1342
1640
1904
2137
2338
2513
2663
2792
2902
996
1324
1619
1881
2110
2307
2477
2623
2747
2854
978
1304
1598
1856
2080
2273
2439
2579
2700
2802
959
1284
1574
1829
2049
2237
2397
2533
2648
2746
943
1252
1535
1793
2024
2229
2411
2570
2709
2831
928
1235
1517
1772
2000
2202
2379
2534
2670
2788
911
1217
1497
1750
1974
2172
2345
2496
2626
2740
893
1198
1476
1725
1946
2139
2307
2453
2579
2688
874
1177
1453
1699
1915
2103
2266
2406
2527
2631
853
1155
1428
1670
1881
2064
2221
2355
2470
2569
852
1146
1413
1659
1881
2082
2260
2419
2559
2683
836
1128
1394
1637
1857
2053
2228
2382
2518
2638
819
1109
1373
1613
1829
2022
2192
2341
2472
2587
801
1089
1351
1588
1800
1987
2152
2296
2422
2531
782
1067
1326
1560
1767
1949
2108
2246
2366
2469
761
1044
1300
1529
1731
1907
2059
2190
2303
2401
130 psf
120 psf
110 psf
100 psf
3'-6"
90 psf
Span Length (ft-in.)
3'-0"
6'-6"
7'-0"
7'-6"
8'-0"
8'-6"
1054
1306
1540
1754
1948
2123
2280
2420
2545
974
1212
1434
1640
1827
1998
2152
2291
2415
903
1129
1340
1537
1718
1884
2034
2171
2294
838
1054
1256
1444
1618
1779
1926
2059
2181
779
987
1179
1360
1527
1683
1825
1956
2003
1036
1286
1518
1728
1919
2089
2242
2377
2497
955
1191
1411
1613
1797
1963
2112
2246
2365
883
1107
1316
1509
1686
1847
1993
2124
2241
819
1031
1230
1415
1586
1741
1882
2010
2125
1016
1265
1493
1700
1886
2052
2199
2329
2443
934
1168
1385
1584
1763
1924
2067
2195
2308
861
1083
1289
1478
1651
1806
1945
2070
2181
994
1241
1466
1669
1850
2010
2151
2274
2383
911
1144
1357
1551
1724
1879
2016
2137
2243
971
1215
1436
1634
1809
1962
2097
2214
2316
886
1116
1325
1513
1681
1828
1958
2071
2170
9'-0"
9'-6"
10'-0"
946
1187
1403
1595
1763
1909
2036
2145
2240
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

103
3.0PLN™


3" Deep Roof Deck
Used with PunchLok® II System
Approximate Dimensions
3.0PLN™ 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)
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 Reaction governed by web shear
Attachment Patterns to Supports
24/4
Note:
104

VP1
indicates location of arc spot weld, power actuated fastener, or screw as indicated in the load tables.
indicates location of arc seam weld, power actuated fastener, or screw as indicated in the load tables.
VULCRAFT
www.vulcraft.com
GRAVITY LOAD TABLES
3.0PLN22
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
108
85
69
63
57
52
48
44
L/360
60
42
31
26
23
20
18
16
SINGLE
L/240
90
63
46
40
35
30
27
24
L/180
♦♦♦
84
61
53
46
40
35
31
Stress
116
102
83
75
68
62
57
53
L/360
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
60
53
47
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
131
117
103
94
85
78
72
66
L/360
♦♦♦
98
72
62
54
47
41
37
TRIPLE
L/240
♦♦♦
♦♦♦
♦♦♦
93
81
71
62
55
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
13'-0"
41
14
21
28
49
42
♦♦♦
♦♦♦
61
33
49
♦♦♦
13'-6"
38
12
19
25
45
37
♦♦♦
♦♦♦
57
29
44
♦♦♦
14'-0"
35
11
17
22
42
33
♦♦♦
♦♦♦
53
26
39
52
14'-6"
33
10
15
20
39
30
♦♦♦
♦♦♦
49
23
35
47
15'-0"
31
9
14
18
37
27
♦♦♦
♦♦♦
46
21
32
42
13'-0"
53
17
26
35
64
51
♦♦♦
♦♦♦
80
40
60
♦♦♦
13'-6"
49
16
23
31
59
46
♦♦♦
♦♦♦
74
36
54
72
14'-0"
46
14
21
28
55
41
♦♦♦
♦♦♦
69
32
48
64
14'-6"
43
13
19
25
51
37
♦♦♦
♦♦♦
64
29
43
58
15'-0"
40
11
17
23
48
33
♦♦♦
♦♦♦
60
26
39
52
13'-0"
67
21
32
42
76
60
♦♦♦
♦♦♦
95
47
71
94
13'-6"
62
19
28
38
71
54
♦♦♦
♦♦♦
88
42
63
84
14'-0"
57
17
25
34
66
48
♦♦♦
♦♦♦
82
38
57
75
14'-6"
53
15
23
30
61
43
♦♦♦
♦♦♦
77
34
51
68
15'-0"
50
14
21
27
57
39
♦♦♦
♦♦♦
72
31
46
61
13'-0"
78
25
37
49
88
68
♦♦♦
♦♦♦
111
53
80
107
13'-6"
73
22
33
44
82
61
♦♦♦
♦♦♦
102
48
72
95
14'-0"
67
20
29
39
76
55
♦♦♦
♦♦♦
95
43
64
86
14'-6"
63
18
27
35
71
49
♦♦♦
♦♦♦
89
39
58
77
15'-0"
59
16
24
32
66
44
♦♦♦
♦♦♦
83
35
52
70
3.0PLN20
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
141
111
90
82
75
68
63
58
L/360
75
53
38
33
29
25
22
20
SINGLE
L/240
113
79
58
50
43
38
33
29
L/180
♦♦♦
105
77
66
58
51
44
39
Stress
166
133
108
98
89
81
75
69
L/360
♦♦♦
♦♦♦
♦♦♦
98
85
74
65
58
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
188
166
135
122
111
102
93
86
L/360
173
121
88
76
66
58
51
45
TRIPLE
L/240
♦♦♦
♦♦♦
133
114
100
87
77
68
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
3.0PLN19
3.0PLN18
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
207
163
132
120
109
100
92
85
L/360
105
74
54
47
40
35
31
28
SINGLE
L/240
158
111
81
70
61
53
47
41
L/180
♦♦♦
148
108
93
81
71
62
55
Stress
233
184
149
136
123
113
104
96
L/360
♦♦♦
♦♦♦
♦♦♦
130
113
99
87
77
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
292
231
187
169
154
141
130
120
L/360
229
161
117
101
88
77
68
60
TRIPLE
L/240
♦♦♦
♦♦♦
176
152
132
116
102
90
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
See page 17 for footnotes
www.vulcraft.com
VULCRAFT
VP1

105
3.0PLN™ DECK
Allowable Uniform Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
176
139
112
102
93
85
78
72
L/360
90
63
46
40
35
30
27
24
SINGLE
L/240
136
95
69
60
52
46
40
36
L/180
♦♦♦
127
93
80
70
61
54
47
Stress
202
159
129
117
107
98
90
83
L/360
♦♦♦
♦♦♦
♦♦♦
114
99
87
77
68
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
251
199
161
146
133
122
112
103
L/360
202
142
104
89
78
68
60
53
TRIPLE
L/240
♦♦♦
♦♦♦
155
134
117
102
90
80
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
ALLOWABLE REACTIONS DUE TO WEB CRIPPLING
3.0PLN22
Bearing
Length
(in.)
Allowable Reaction (lb/ft)
One Flange Loading
Two Flange Loading
End
Interior
End
Interior
1.50
581
941
558
1080
2.00
638
1021
601
2.50
689
1091
Bearing
Length
(in.)
Allowable Reaction (lb/ft)
One Flange Loading
Two Flange Loading
End
Interior
End
Interior
1.50
837
1362
863
1591
1180
2.00
917
1473
926
1732
639
1269
2.50
987
1570
982
1857
3.00
735
1155
674
1348
3.00
1051
1658
1033
1970
3.50
777
1213
705
1422
3.50
1110
1739
1079
2074
4.00
816
1268
735
1490
4.00
1164
1814
1122
2171
4.50
853
1319
762
1554
4.50
1215
1885
1163
2261
5.00
888
1367
789
1615
5.00
1264
1952
1201
2347
5.50
921
1413
813
1673
5.50
1310
2015
1238
2429
6.00
952
1457
837
1728
6.00
1354
2076
1273
2507
≥ 6.50
964
1473
846
1749
6.50
1396
2134
1306
2582
7.00
1437
2190
1339
2654
7.50
1476
2244
1370
2723
≥ 8.00
1477
2246
1371
2726
Bearing
Length
(in.)
3.0PLN™ DECK
3.0PLN20
3.0PLN19
3.0PLN18
Allowable Reaction (lb/ft)
Allowable Reaction (lb/ft)
One Flange Loading
Two Flange Loading
End
Interior
End
Interior
1.50
1119
1830
1213
2162
2.00
1223
1972
1299
2348
Bearing
Length
(in.)
One Flange Loading
Two Flange Loading
End
Interior
End
Interior
1.50
1417
2323
1594
2768
2.00
1545
2499
1703
3000
2.50
1315
2098
1374
2512
2.50
1657
2653
1798
3204
3.00
1397
2212
1443
2660
3.00
1759
2793
1885
3389
3.50
1473
2317
1505
2797
3.50
1853
2922
1964
3559
4.00
1544
2414
1564
2924
4.00
1941
3042
2038
3717
4.50
1611
2505
1619
3043
4.50
2023
3154
2108
3865
5.00
1674
2592
1670
3156
5.00
2100
3261
2174
4006
5.50
1733
2674
1720
3263
5.50
2174
3362
2236
4139
6.00
1791
2753
1767
3366
6.00
2244
3459
2296
4267
6.50
1845
2828
1812
3464
6.50
2312
3551
2353
4389
7.00
1898
2901
1856
3559
7.00
2377
3641
2409
4507
7.50
1949
2971
1898
3650
7.50
2440
3727
2462
4621
≥ 8.00
1995
3034
1936
3733
≥ 8.00
2495
3802
2509
4720
See page 17 for footnotes
106

VP1
VULCRAFT
www.vulcraft.com
WIND UPLIFT LOAD TABLES
3.0PLN22
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
129
102
83
75
68
62
57
53
L/360
74
52
38
33
29
25
22
19
SINGLE
L/240
111
78
57
49
43
37
33
29
L/180
♦♦♦
♦♦♦
76
66
57
50
44
39
Stress
108
85
69
63
57
52
48
44
L/360
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
135
107
87
78
71
65
60
55
L/360
♦♦♦
98
72
62
54
47
41
37
TRIPLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
55
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
13'-0"
49
17
26
35
41
♦♦♦
♦♦♦
♦♦♦
51
33
49
♦♦♦
13'-6"
45
15
23
31
38
37
♦♦♦
♦♦♦
47
29
44
♦♦♦
14'-0"
42
14
21
28
35
33
♦♦♦
♦♦♦
44
26
39
♦♦♦
14'-6"
39
12
19
25
33
30
♦♦♦
♦♦♦
41
23
35
♦♦♦
15'-0"
37
11
17
23
31
27
♦♦♦
♦♦♦
38
21
32
♦♦♦
13'-0"
64
21
32
43
53
51
♦♦♦
♦♦♦
67
40
60
♦♦♦
13'-6"
59
19
29
38
49
46
♦♦♦
♦♦♦
62
36
54
♦♦♦
14'-0"
55
17
26
34
46
41
♦♦♦
♦♦♦
58
32
48
♦♦♦
14'-6"
51
15
23
31
43
37
♦♦♦
♦♦♦
54
29
43
♦♦♦
15'-0"
48
14
21
28
40
33
♦♦♦
♦♦♦
50
26
39
♦♦♦
13'-0"
76
25
38
50
67
60
♦♦♦
♦♦♦
83
47
71
♦♦♦
13'-6"
71
22
34
45
62
54
♦♦♦
♦♦♦
77
42
63
♦♦♦
14'-0"
66
20
30
40
57
48
♦♦♦
♦♦♦
72
38
57
♦♦♦
14'-6"
61
18
27
36
53
43
♦♦♦
♦♦♦
67
34
51
♦♦♦
15'-0"
57
16
24
33
50
39
♦♦♦
♦♦♦
62
31
46
61
13'-0"
88
28
43
57
78
68
♦♦♦
♦♦♦
98
53
80
♦♦♦
13'-6"
82
25
38
51
73
61
♦♦♦
♦♦♦
91
48
72
♦♦♦
14'-0"
76
23
34
45
67
55
♦♦♦
♦♦♦
84
43
64
♦♦♦
14'-6"
71
20
31
41
63
49
♦♦♦
♦♦♦
79
39
58
77
15'-0"
66
18
28
37
59
44
♦♦♦
♦♦♦
73
35
52
70
3.0PLN20
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
168
133
108
98
89
81
75
69
L/360
92
64
47
41
35
31
27
24
SINGLE
L/240
137
96
70
61
53
46
41
36
L/180
♦♦♦
129
94
81
70
62
54
48
Stress
141
111
90
82
75
68
63
58
L/360
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
176
139
113
102
93
85
78
72
L/360
173
121
88
76
66
58
51
45
TRIPLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
77
68
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
3.0PLN19
3.0PLN18
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
233
184
149
136
123
113
104
96
L/360
122
85
62
54
47
41
36
32
SINGLE
L/240
183
128
93
81
70
61
54
48
L/180
♦♦♦
171
125
108
94
82
72
64
Stress
207
163
132
120
109
100
92
85
L/360
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
99
87
77
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
258
204
165
150
137
125
115
106
L/360
229
161
117
101
88
77
68
60
TRIPLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
132
116
102
90
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
See page 17 for footnotes
www.vulcraft.com
VULCRAFT
VP1

107
3.0PLN™ DECK
Allowable Uniform Uplift Loads Based on Bending Stress and Deflection (psf)
Span Length (ft-in.)
Number
Criteria
of Spans
8'-0"
9'-0"
10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6"
Stress
202
159
129
117
107
98
90
83
L/360
107
75
55
47
41
36
32
28
SINGLE
L/240
161
113
82
71
62
54
48
42
L/180
♦♦♦
151
110
95
83
72
64
56
Stress
176
139
112
102
93
85
78
72
L/360
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
77
68
DOUBLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
Stress
220
173
141
127
116
106
98
90
L/360
202
142
104
89
78
68
60
53
TRIPLE
L/240
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
102
90
80
L/180
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
♦♦♦
DIAPHRAGM TABLES
3.0PLN with Hilti X-HSN 24
3.0PLN22



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8"
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"
387
470
545
613
674
728
776
817
854
887
366
446
519
586
646
700
748
791
829
862
348
424
496
561
620
674
722
765
804
839
331
405
474
538
596
649
698
741
780
815
315
387
454
516
573
626
674
718
757
793
300
370
435
496
552
604
652
695
735
771
286
355
418
477
532
583
631
674
714
750
274
341
402
459
513
564
610
654
694
730
263
328
387
443
496
545
591
634
674
711
315
373
427
479
528
573
616
655
692
304
360
413
463
511
556
598
637
674
293
348
399
449
496
540
581
620
657
283
336
387
435
481
524
565
604
640
274
325
375
422
467
510
550
588
624
265
315
363
409
454
496
536
573
609
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
20
21
21
22
23
23
24
24
24
25
20
21
22
23
23
24
24
25
25
25
20
21
22
23
24
24
25
25
26
26
20
21
22
23
24
25
25
26
26
27
20
21
23
23
24
25
26
26
27
27
20
21
23
24
25
25
26
27
27
28
20
21
23
24
25
26
26
27
28
28
20
21
23
24
25
26
27
27
28
28
20
21
23
24
25
26
27
27
28
29
21
23
24
25
26
27
28
28
29
21
23
24
25
26
27
28
28
29
21
22
24
25
26
27
28
29
29
21
22
24
25
26
27
28
29
29
21
22
24
25
26
27
28
29
30
20
22
23
25
26
27
28
29
30
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
335
396
455
510
561
610
655
697
736
323
383
439
493
544
592
636
678
717
312
370
425
477
527
574
618
660
699
302
358
411
463
512
558
601
643
681
291
346
399
449
497
542
585
626
664
281
335
387
436
483
527
570
610
648
314
371
424
472
516
557
593
626
655
302
357
409
456
500
540
576
608
638
291
345
395
442
484
523
559
591
620
281
333
382
428
469
508
543
575
604
271
322
370
414
455
493
528
560
588
262
312
358
402
442
479
514
545
573
286
334
377
414
446
473
496
516
534
274
321
362
398
429
455
478
497
514
263
308
348
383
412
438
460
479
495
253
296
335
368
397
421
443
461
476
243
285
322
354
382
405
426
443
458
234
274
310
341
367
390
410
426
440
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
411
500
580
652
717
774
825
870
909
943
390
474
548
613
669
718
760
796
827
853
366
443
508
563
609
647
679
706
728
747
389
474
552
624
688
745
796
841
882
917
369
449
521
585
641
690
732
768
800
828
345
419
482
536
581
619
651
678
700
719
370
451
527
597
660
717
768
814
855
892
349
427
497
559
615
663
706
743
775
803
326
397
459
511
556
593
625
651
674
693
352
431
504
572
634
691
742
788
830
867
332
406
475
536
590
638
681
718
751
779
309
377
437
488
531
568
600
626
648
667
335
411
483
549
610
666
717
763
806
844
316
388
454
514
567
615
657
695
727
756
293
359
416
466
509
545
576
602
624
643
319
394
463
527
587
643
693
740
782
821
301
371
435
493
546
593
635
672
705
734
279
342
398
446
487
523
553
579
601
619
305
377
444
507
566
620
671
717
759
798
287
355
417
474
526
572
614
651
684
713
265
326
380
427
467
502
532
557
578
597
291
362
427
488
546
600
649
695
738
777
275
340
400
456
507
552
594
631
664
693
253
312
364
409
449
482
511
536
557
575
279
348
411
471
527
580
629
675
717
756
264
326
385
439
489
534
575
611
644
674
241
298
349
393
431
464
492
516
536
554
See page 18 for footnotes
108

VP1
VULCRAFT
www.vulcraft.com
3.0PLN22



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and ≤ 3/8"
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"
338
404
457
499
532
558
579
596
610
622
299
349
385
411
430
444
455
464
471
476
237
263
279
289
296
301
304
307
309
310
317
379
430
470
502
528
548
564
578
589
276
321
353
376
393
406
416
423
429
433
204
222
234
241
245
248
251
252
253
254
297
357
405
444
474
498
518
533
546
557
254
294
323
343
357
368
376
382
387
391
168
180
186
190
193
194
196
197
197
198
280
336
382
419
447
470
489
503
515
525
233
268
292
309
321
330
337
342
345
349
127
132
135
137
138
139
139
140
140
140
263
317
360
395
422
443
460
474
485
495
212
242
262
275
285
292
297
300
303
306
248
299
340
372
397
417
433
446
456
464
190
214
230
240
247
252
256
259
261
262
234
282
320
350
373
391
406
418
427
435
167
186
197
204
209
212
214
216
217
219
221
266
301
328
350
366
379
390
398
405
142
154
161
165
168
170
171
172
173
174
208
250
282
307
326
341
353
362
370
376
112
119
122
124
126
127
127
128
128
128
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
235
264
286
303
316
327
335
341
346
219
246
265
280
291
300
307
312
316
204
227
244
257
266
273
279
283
286
189
208
222
232
240
245
250
253
256
172
188
199
207
213
217
220
223
225
154
167
175
181
185
188
190
192
193
HILTI X-HSN 24
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
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

109
3.0PLN20



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
521
633
732
818
894
958
1014
1062
1103
1139
495
602
699
785
860
926
983
1032
1075
1112
470
574
669
754
829
895
953
1003
1048
1086
448
549
641
724
799
865
924
975
1021
1061
427
525
615
697
771
837
896
948
995
1036
409
503
591
671
744
810
869
922
969
1011
392
483
568
647
719
784
843
897
944
987
376
464
547
624
695
760
819
872
920
964
361
447
527
603
672
737
795
849
897
941
431
509
583
651
715
773
826
875
919
415
492
564
631
694
751
804
853
898
401
476
546
612
674
731
784
832
877
388
460
529
594
655
711
764
812
857
375
446
513
577
637
692
744
793
838
364
433
498
561
619
674
726
774
819
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
28
30
31
33
34
35
35
36
37
37
28
30
32
33
34
35
36
37
38
38
28
30
32
33
35
36
37
38
38
39
28
30
32
34
35
36
37
38
39
40
28
30
32
34
35
37
38
39
40
40
28
30
32
34
35
37
38
39
40
41
28
30
32
34
36
37
38
39
40
41
27
30
32
34
36
37
38
40
41
42
27
30
32
34
36
37
39
40
41
42
29
32
34
36
37
39
40
41
42
29
31
34
35
37
39
40
41
42
29
31
33
35
37
39
40
41
42
28
31
33
35
37
38
40
41
42
28
31
33
35
37
38
40
41
42
28
30
33
35
36
38
40
41
42
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
458
542
620
693
760
822
879
931
978
442
523
600
671
738
799
856
908
955
427
506
581
651
717
777
834
885
933
413
490
563
632
696
757
812
864
912
399
475
546
614
677
737
792
843
891
387
460
530
596
659
718
772
824
871
429
505
574
637
692
741
784
823
856
413
488
555
616
671
720
763
801
835
398
471
537
597
651
700
742
781
814
385
455
520
579
632
680
723
761
795
372
441
504
562
614
662
704
742
775
360
427
489
546
597
644
686
723
757
388
451
504
548
585
616
642
664
682
373
433
485
528
564
594
619
640
658
358
416
466
508
543
572
596
616
633
344
401
448
489
522
550
574
593
610
331
386
432
470
503
530
552
571
587
319
371
416
453
484
510
531
549
564
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
555
673
779
871
951
1020
1079
1130
1174
1211
527
637
732
812
880
937
984
1024
1057
1085
494
593
674
740
793
836
870
898
922
941
526
641
744
835
915
985
1046
1098
1144
1183
499
606
699
779
846
904
952
993
1027
1057
467
562
642
707
759
802
837
865
889
908
500
611
712
802
882
952
1014
1067
1115
1156
473
577
668
747
814
872
921
963
998
1029
442
534
612
675
727
770
805
833
857
877
476
584
682
771
850
920
983
1038
1086
1129
450
551
640
717
784
842
892
934
970
1002
419
508
584
646
697
740
774
803
827
846
455
559
654
741
820
890
953
1009
1058
1102
429
526
613
689
756
814
864
906
943
975
398
485
558
619
669
711
745
773
797
817
435
535
628
714
791
861
924
981
1031
1076
409
504
588
663
729
787
837
880
917
950
379
462
533
593
642
683
717
745
769
788
417
514
604
688
765
834
897
954
1005
1050
392
483
565
639
704
761
811
855
892
925
361
442
511
569
617
657
690
718
741
761
400
494
582
664
739
808
871
928
979
1025
375
463
544
616
680
737
787
830
868
902
345
423
490
546
593
632
665
692
715
734
384
475
561
641
715
784
846
903
954
1001
360
446
524
595
658
714
763
807
845
879
330
405
470
524
570
608
640
667
689
708
See page 18 for footnotes
110

VP1
VULCRAFT
www.vulcraft.com
3.0PLN20



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
454
536
599
647
683
712
733
751
765
776
397
456
496
524
545
559
570
578
585
590
309
337
354
364
371
376
379
382
384
385
158
161
163
164
165
165
166
166
166
166
426
505
565
611
646
673
695
711
725
735
367
420
456
481
498
511
521
528
533
538
265
285
297
304
308
312
314
315
317
318
401
475
533
577
611
637
657
673
686
696
337
384
416
437
452
463
471
477
482
486
218
230
237
241
244
246
247
248
249
249
377
448
503
545
577
601
620
636
648
657
309
349
376
394
407
415
422
427
430
433
165
171
175
176
178
178
179
179
180
180
356
423
475
514
544
567
585
599
610
619
280
314
336
350
360
367
372
376
379
381
106
108
108
109
109
109
110
110
110
110
335
399
447
484
512
533
550
563
573
582
251
278
295
306
313
318
322
324
326
328
317
376
421
455
481
501
516
528
537
545
220
240
252
260
265
268
270
272
273
275
299
354
396
427
450
468
482
492
501
508
186
200
207
212
215
217
218
219
220
220
282
333
371
399
420
436
448
457
465
471
148
155
159
161
163
164
164
165
165
165
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
312
347
372
390
404
414
422
429
434
292
322
344
360
372
380
387
393
397
271
297
316
329
339
346
352
356
359
249
272
287
298
305
311
316
319
322
227
245
257
265
271
276
279
281
283
203
217
226
232
236
239
241
243
244
106
108
108
109
109
109
109
110
110
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

111
3.0PLN20



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
521
633
732
818
894
958
1014
1062
1103
1139
495
602
699
785
860
926
983
1032
1075
1112
470
574
669
754
829
895
953
1003
1048
1086
448
549
641
724
799
865
924
975
1021
1061
427
525
615
697
771
837
896
948
995
1036
409
503
591
671
744
810
869
922
969
1011
392
483
568
647
719
784
843
897
944
987
376
464
547
624
695
760
819
872
920
964
361
447
527
603
672
737
795
849
897
941
431
509
583
651
715
773
826
875
919
415
492
564
631
694
751
804
853
898
401
476
546
612
674
731
784
832
877
388
460
529
594
655
711
764
812
857
375
446
513
577
637
692
744
793
838
364
433
498
561
619
674
726
774
819
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
28
30
31
33
34
35
35
36
37
37
28
30
32
33
34
35
36
37
38
38
28
30
32
33
35
36
37
38
38
39
28
30
32
34
35
36
37
38
39
40
28
30
32
34
35
37
38
39
40
40
28
30
32
34
35
37
38
39
40
41
28
30
32
34
36
37
38
39
40
41
27
30
32
34
36
37
38
40
41
42
27
30
32
34
36
37
39
40
41
42
29
32
34
36
37
39
40
41
42
29
31
34
35
37
39
40
41
42
29
31
33
35
37
39
40
41
42
28
31
33
35
37
38
40
41
42
28
31
33
35
37
38
40
41
42
28
30
33
35
36
38
40
41
42
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
458
542
620
693
760
822
879
931
978
442
523
600
671
738
799
856
908
955
427
506
581
651
717
777
834
885
933
413
490
563
632
696
757
812
864
912
399
475
546
614
677
737
792
843
891
387
460
530
596
659
718
772
824
871
434
512
583
648
706
757
803
844
880
419
494
564
627
684
736
782
822
859
404
478
546
608
665
715
761
802
838
390
462
529
590
646
696
741
782
818
377
447
513
573
627
677
722
763
799
365
434
497
556
610
659
704
744
780
404
473
532
584
628
665
698
725
749
389
455
513
564
607
644
675
703
726
374
439
495
544
587
623
654
681
704
361
423
478
526
568
603
634
660
683
348
409
462
509
549
584
614
640
662
336
395
447
492
532
566
595
620
642
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
555
673
779
871
951
1020
1079
1130
1174
1211
532
644
741
823
893
952
1001
1043
1078
1108
506
609
695
766
825
872
911
943
970
992
526
641
744
835
915
985
1046
1098
1144
1183
504
612
707
789
859
919
969
1012
1048
1080
478
578
663
733
791
839
879
911
938
961
500
611
712
802
882
952
1014
1067
1115
1156
478
583
676
757
827
887
938
982
1020
1052
453
550
633
702
760
808
847
880
908
931
476
584
682
771
850
920
983
1038
1086
1129
455
557
647
727
797
857
909
953
992
1025
430
524
605
673
730
778
818
851
879
902
455
559
654
741
820
890
953
1009
1058
1102
433
532
621
699
768
828
881
926
965
999
409
500
579
646
702
749
789
823
851
875
435
535
628
714
791
861
924
981
1031
1076
414
510
596
673
741
801
853
899
939
974
390
478
554
620
676
723
762
796
824
848
417
514
604
688
765
834
897
954
1005
1050
396
489
573
648
716
775
828
874
914
949
372
458
532
596
651
697
736
770
798
822
400
494
582
664
739
808
871
928
979
1025
379
469
551
625
692
751
803
849
890
925
356
438
511
573
627
673
712
745
773
796
384
475
561
641
715
784
846
903
954
1001
364
451
531
604
669
728
780
826
866
902
341
421
491
552
605
650
688
721
748
772
See page 18 for footnotes
112

VP1
VULCRAFT
www.vulcraft.com
3.0PLN20



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
476
567
640
697
742
778
806
829
847
862
438
513
569
611
642
666
684
698
709
718
387
441
478
503
520
533
543
550
556
560
311
340
357
367
375
379
383
386
388
389
192
199
202
204
206
206
207
207
208
208
448
536
607
663
708
743
771
793
812
826
410
481
534
573
603
625
642
656
666
675
355
403
435
457
472
483
491
497
502
506
267
288
300
307
312
315
318
319
321
322
122
124
125
126
126
126
126
126
126
126
423
508
577
631
675
709
737
759
777
792
384
451
501
537
565
586
602
614
624
632
324
366
393
411
424
433
439
444
448
451
220
234
241
245
248
250
251
252
253
253
400
482
548
601
643
677
704
726
743
758
359
422
469
503
528
547
562
573
582
589
293
329
351
365
375
382
388
391
394
396
169
175
179
181
182
183
183
184
184
184
379
458
522
573
614
646
672
694
711
725
337
395
438
469
492
509
522
533
541
547
262
291
308
319
326
331
335
338
340
341
110
112
113
114
114
114
114
115
115
115
360
435
497
546
585
617
642
662
679
693
315
369
408
436
457
472
484
493
500
505
230
251
263
271
276
279
282
283
285
286
342
414
473
520
558
588
613
632
648
661
295
344
379
404
422
435
445
453
459
463
194
208
216
221
224
226
227
228
229
229
326
395
451
496
532
561
584
603
618
631
275
319
349
371
386
398
406
412
417
421
154
162
166
168
170
171
171
172
172
172
310
376
430
473
507
534
556
574
588
600
255
294
320
338
351
360
367
372
376
379
108
111
112
113
114
114
114
114
114
115
70 psf
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
359
410
451
483
509
529
546
559
570
342
390
429
459
483
503
518
531
541
326
372
408
436
459
477
491
502
512
311
354
387
414
434
451
464
474
483
296
336
367
391
410
425
437
446
454
281
318
347
369
386
399
410
418
425
268
290
304
314
322
327
331
334
337
241
258
270
277
283
287
290
292
294
212
225
233
239
242
245
247
249
250
181
190
195
199
201
203
204
205
205
147
152
155
157
158
159
159
160
160
109
111
112
113
113
114
114
114
114
HILTI X-HSN 24
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
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

113
3.0PLN19



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
648
785
904
1007
1094
1168
1230
1283
1328
1366
615
748
866
968
1056
1131
1195
1250
1297
1338
585
715
830
931
1019
1096
1162
1219
1267
1310
558
683
796
897
985
1062
1129
1187
1238
1282
533
655
765
864
952
1029
1098
1157
1209
1255
510
628
736
833
921
998
1067
1128
1181
1228
489
603
709
805
891
969
1038
1099
1153
1201
469
580
683
777
863
940
1009
1071
1126
1175
451
559
659
752
836
913
982
1044
1100
1150
539
637
727
811
887
956
1018
1075
1125
520
616
704
787
862
931
993
1050
1101
503
596
683
764
838
907
969
1026
1077
486
577
662
742
816
883
946
1003
1055
471
559
643
721
794
861
923
980
1032
456
543
625
701
773
840
902
958
1011
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
38
41
43
45
47
48
49
50
51
52
38
41
43
45
47
49
50
51
52
53
38
41
44
46
48
49
51
52
53
54
37
41
44
46
48
50
51
53
54
55
37
41
44
46
48
50
52
53
55
56
37
40
44
46
49
51
52
54
55
57
36
40
43
46
49
51
53
54
56
57
36
40
43
46
49
51
53
54
56
57
35
39
43
46
48
51
53
55
56
58
39
42
46
48
51
53
55
56
58
39
42
45
48
50
53
55
56
58
38
42
45
48
50
52
55
56
58
38
41
44
47
50
52
54
56
58
37
41
44
47
50
52
54
56
58
37
40
44
47
49
52
54
56
58
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
573
677
774
862
943
1017
1083
1143
1197
553
655
749
837
917
990
1057
1117
1171
535
634
726
812
892
964
1031
1091
1146
517
614
705
789
868
940
1006
1067
1122
501
595
684
767
845
916
982
1043
1098
486
577
664
746
823
893
959
1020
1075
536
630
713
787
852
908
957
1000
1037
517
608
690
763
827
883
932
975
1012
499
588
669
740
804
859
908
951
989
482
569
648
719
781
837
885
928
966
466
551
629
698
760
815
863
906
943
451
534
610
678
739
794
842
884
922
483
557
619
669
710
744
772
795
814
464
536
595
644
684
717
744
766
785
446
515
573
620
659
690
716
738
756
428
495
551
597
634
665
690
711
728
412
477
530
574
610
640
664
684
700
397
459
510
553
587
615
638
658
673
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
689
835
962
1071
1164
1242
1308
1365
1412
1453
654
788
901
994
1071
1134
1186
1229
1264
1294
612
730
825
899
958
1004
1041
1071
1095
1114
654
796
921
1030
1123
1203
1272
1330
1380
1423
620
751
862
955
1032
1097
1150
1194
1231
1262
579
694
786
860
919
965
1003
1033
1057
1077
622
760
883
991
1084
1166
1236
1296
1348
1393
589
716
825
918
996
1061
1115
1161
1199
1231
549
660
751
823
882
928
966
996
1021
1041
593
727
847
954
1048
1130
1201
1263
1317
1364
561
684
791
883
961
1027
1082
1128
1168
1201
521
629
717
789
846
893
930
961
985
1006
567
696
814
919
1013
1095
1168
1231
1286
1335
535
655
760
850
928
994
1050
1097
1137
1172
496
600
686
756
813
859
896
926
951
972
543
668
783
887
979
1062
1135
1199
1256
1306
511
627
730
820
897
963
1019
1067
1108
1143
472
573
657
726
781
827
863
893
918
938
520
642
754
856
948
1030
1104
1169
1227
1278
489
602
703
791
867
933
989
1038
1080
1115
450
548
630
697
751
796
832
861
886
906
499
617
727
827
918
1000
1074
1139
1198
1250
469
579
677
763
839
905
961
1010
1052
1088
430
525
604
669
723
766
801
831
855
875
480
594
701
800
889
971
1045
1111
1170
1223
450
557
653
738
812
877
934
983
1025
1062
412
503
580
643
695
738
772
801
824
844
See page 18 for footnotes
114

VP1
VULCRAFT
www.vulcraft.com
3.0PLN19



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
559
655
726
779
818
848
870
888
902
913
486
551
595
624
645
660
671
679
686
691
371
401
418
428
435
440
443
446
447
449
185
188
190
191
192
192
192
193
193
193
526
617
686
736
774
803
825
842
855
866
448
507
545
571
590
603
612
619
625
629
316
337
349
356
361
364
366
367
369
370
495
582
647
696
732
759
780
797
809
820
411
463
497
519
535
546
554
560
564
568
258
271
278
282
285
286
288
288
289
290
466
549
611
657
691
717
737
752
764
774
375
420
448
467
480
488
495
500
503
506
195
201
204
206
207
208
208
208
209
209
440
518
576
620
652
676
694
709
720
729
340
377
400
414
424
431
436
440
442
445
124
125
126
127
127
127
127
127
127
127
415
489
543
583
613
636
653
666
676
685
303
332
350
361
368
373
376
379
381
382
391
461
511
548
576
596
612
624
633
641
264
286
298
305
310
313
316
317
319
320
369
433
480
514
538
557
571
582
590
597
222
236
243
248
251
253
254
255
256
256
348
407
449
480
502
518
530
540
547
553
175
182
186
188
190
190
191
192
192
192
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
381
419
446
465
479
490
498
504
509
355
388
411
428
440
449
456
461
465
328
357
377
391
400
408
413
418
421
301
325
341
352
360
366
370
374
376
273
292
305
313
319
323
327
329
331
243
257
266
273
277
280
282
284
285
124
125
126
126
127
127
127
127
127
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

115
3.0PLN19



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
648
785
904
1007
1094
1168
1230
1283
1328
1366
615
748
866
968
1056
1131
1195
1250
1297
1338
585
715
830
931
1019
1096
1162
1219
1267
1310
558
683
796
897
985
1062
1129
1187
1238
1282
533
655
765
864
952
1029
1098
1157
1209
1255
510
628
736
833
921
998
1067
1128
1181
1228
489
603
709
805
891
969
1038
1099
1153
1201
469
580
683
777
863
940
1009
1071
1126
1175
451
559
659
752
836
913
982
1044
1100
1150
539
637
727
811
887
956
1018
1075
1125
520
616
704
787
862
931
993
1050
1101
503
596
683
764
838
907
969
1026
1077
486
577
662
742
816
883
946
1003
1055
471
559
643
721
794
861
923
980
1032
456
543
625
701
773
840
902
958
1011
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
38
41
43
45
47
48
49
50
51
52
38
41
43
45
47
49
50
51
52
53
38
41
44
46
48
49
51
52
53
54
37
41
44
46
48
50
51
53
54
55
37
41
44
46
48
50
52
53
55
56
37
40
44
46
49
51
52
54
55
57
36
40
43
46
49
51
53
54
56
57
36
40
43
46
49
51
53
54
56
57
35
39
43
46
48
51
53
55
56
58
39
42
46
48
51
53
55
56
58
39
42
45
48
50
53
55
56
58
38
42
45
48
50
52
55
56
58
38
41
44
47
50
52
54
56
58
37
41
44
47
50
52
54
56
58
37
40
44
47
49
52
54
56
58
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
573
677
774
862
943
1017
1083
1143
1197
553
655
749
837
917
990
1057
1117
1171
535
634
726
812
892
964
1031
1091
1146
517
614
705
789
868
940
1006
1067
1122
501
595
684
767
845
916
982
1043
1098
486
577
664
746
823
893
959
1020
1075
548
645
733
812
882
944
998
1046
1089
528
624
710
788
857
919
973
1022
1064
510
603
688
764
833
895
949
998
1040
493
584
667
742
810
871
926
974
1017
477
566
647
721
789
849
903
952
995
462
549
628
702
768
828
882
930
974
517
604
679
744
800
847
888
922
952
498
582
656
720
775
822
862
897
926
480
562
635
698
752
798
838
872
901
463
544
615
676
729
775
815
848
877
447
526
595
656
708
753
792
825
854
432
509
577
636
687
732
770
803
832
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
689
835
962
1071
1164
1242
1308
1365
1412
1453
664
802
920
1018
1100
1167
1223
1270
1309
1342
637
765
871
957
1026
1082
1128
1165
1195
1221
654
796
921
1030
1123
1203
1272
1330
1380
1423
630
765
880
978
1061
1130
1187
1236
1277
1311
604
728
832
918
988
1045
1091
1129
1161
1187
622
760
883
991
1084
1166
1236
1296
1348
1393
599
730
843
941
1024
1094
1153
1203
1245
1281
573
694
796
881
951
1009
1056
1095
1127
1155
593
727
847
954
1048
1130
1201
1263
1317
1364
571
698
809
906
988
1059
1119
1170
1214
1251
545
663
763
847
917
974
1022
1062
1095
1123
567
696
814
919
1013
1095
1168
1231
1286
1335
545
668
777
872
955
1026
1087
1139
1184
1222
519
634
732
815
884
942
990
1030
1064
1092
543
668
783
887
979
1062
1135
1199
1256
1306
521
640
747
841
923
994
1056
1109
1155
1194
496
607
703
784
853
911
959
999
1033
1062
520
642
754
856
948
1030
1104
1169
1227
1278
499
615
719
812
893
964
1026
1080
1126
1167
474
582
675
756
824
881
929
970
1004
1033
499
617
727
827
918
1000
1074
1139
1198
1250
478
591
693
784
865
936
998
1052
1099
1140
454
559
650
729
796
853
901
941
976
1005
480
594
701
800
889
971
1045
1111
1170
1223
459
569
668
758
838
908
970
1025
1072
1114
435
537
626
703
769
826
873
914
949
978
See page 18 for footnotes
116

VP1
VULCRAFT
www.vulcraft.com
3.0PLN19



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and ≤ 3/8"
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"
606
722
813
885
941
985
1020
1048
1070
1089
569
668
743
799
842
874
899
918
934
946
522
602
658
698
726
747
763
775
785
792
460
516
552
576
593
604
613
619
624
628
374
404
422
433
440
445
448
451
453
454
251
261
266
268
270
271
272
273
273
273
573
685
775
846
901
946
981
1009
1032
1051
535
631
703
758
799
830
854
873
888
901
487
561
614
650
677
696
711
722
731
737
419
468
499
519
533
542
549
555
559
562
320
342
354
361
366
369
371
373
374
375
173
177
178
179
180
180
181
181
181
181
542
651
739
809
864
908
943
971
994
1013
505
596
666
718
758
788
812
830
844
856
454
523
571
605
629
646
659
669
677
683
379
420
446
462
473
480
486
490
493
496
263
276
284
288
291
292
294
295
295
296
515
620
705
774
828
872
907
935
958
977
476
564
631
681
718
747
770
787
801
813
423
486
530
560
581
597
608
617
624
629
339
372
392
404
412
418
422
425
427
429
200
207
210
212
213
214
215
215
215
215
489
591
674
741
795
838
872
900
923
942
450
534
597
645
681
708
729
746
759
770
393
450
489
515
534
548
558
565
571
576
297
322
336
345
351
355
357
360
361
362
130
132
133
133
134
134
134
134
134
134
466
564
645
710
763
805
839
866
889
907
426
505
565
610
644
670
690
705
718
728
364
415
449
471
487
499
507
513
518
522
253
269
279
284
288
290
292
293
294
295
444
539
617
681
732
773
806
834
856
874
403
478
534
576
608
632
651
665
677
686
335
380
408
427
440
450
456
461
465
468
203
213
218
221
223
224
225
226
226
226
424
516
592
653
703
743
775
802
823
841
382
452
505
544
573
595
612
625
636
644
307
344
367
382
392
400
405
409
412
414
148
152
154
155
156
157
157
157
157
157
405
494
567
627
675
714
745
771
792
809
361
427
476
512
539
559
574
586
596
603
277
306
325
336
344
349
353
356
358
359
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
473
544
601
648
686
716
741
761
778
454
522
577
622
658
688
712
731
748
435
501
554
597
632
660
683
702
718
418
481
532
573
607
633
655
673
688
401
462
511
550
582
607
628
645
659
386
443
490
527
557
581
601
617
630
403
448
480
505
523
536
547
555
562
379
420
449
471
487
499
508
515
521
356
392
418
437
451
461
469
475
480
332
364
386
402
414
423
429
435
439
308
335
354
367
377
384
389
394
397
283
306
321
332
339
345
349
352
355
267
280
288
294
297
300
302
303
304
225
234
239
242
244
246
247
248
248
179
184
187
188
189
190
191
191
192
129
131
132
133
133
134
134
134
134
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

117
3.0PLN18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
764
924
1062
1178
1275
1357
1425
1482
1530
1571
726
882
1018
1134
1233
1317
1388
1447
1498
1541
692
843
977
1093
1193
1278
1351
1413
1466
1511
660
807
939
1054
1154
1241
1315
1379
1434
1482
631
774
903
1017
1117
1205
1281
1346
1403
1452
604
743
869
982
1082
1170
1247
1314
1372
1423
579
714
838
949
1048
1136
1214
1282
1342
1395
556
687
808
918
1016
1104
1183
1252
1313
1367
535
662
780
888
986
1074
1152
1222
1284
1339
639
754
860
957
1044
1123
1193
1256
1312
617
730
834
929
1016
1094
1165
1228
1285
597
707
809
903
989
1067
1138
1202
1259
577
685
785
878
963
1041
1112
1176
1234
559
664
763
854
938
1015
1086
1151
1209
542
645
741
831
914
991
1062
1126
1185
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
48
53
56
59
61
63
64
66
67
68
48
53
56
59
62
64
65
67
68
70
48
53
56
59
62
64
66
68
70
71
48
52
56
60
63
65
67
69
71
72
47
52
56
60
63
65
68
70
71
73
47
52
56
60
63
66
68
70
72
74
46
51
56
60
63
66
68
70
72
74
45
51
55
59
63
66
68
71
73
75
45
50
55
59
63
66
68
71
73
75
50
54
59
62
65
68
71
73
75
49
54
58
62
65
68
71
73
75
48
53
58
62
65
68
71
73
75
48
53
57
61
65
68
70
73
75
47
52
57
61
64
67
70
73
75
46
52
56
60
64
67
70
73
75
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
680
803
915
1018
1111
1194
1269
1336
1395
657
776
887
989
1081
1164
1239
1307
1367
635
752
860
960
1052
1135
1210
1278
1340
614
729
835
934
1024
1107
1182
1251
1313
595
707
811
908
998
1080
1155
1224
1286
577
686
788
884
973
1054
1129
1198
1261
635
744
840
924
997
1059
1113
1160
1200
613
719
814
897
969
1031
1085
1132
1172
592
696
789
871
942
1004
1058
1105
1146
572
674
765
846
916
978
1032
1079
1120
553
653
742
822
892
953
1007
1054
1095
536
633
721
799
869
930
983
1030
1071
569
654
723
778
823
859
889
913
933
547
629
695
749
793
828
857
880
900
526
605
669
721
763
797
825
848
867
505
582
644
694
735
768
795
816
835
486
560
620
668
707
739
765
786
803
468
539
597
643
680
711
735
755
772
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
813
983
1130
1253
1357
1444
1516
1577
1628
1671
771
926
1055
1159
1244
1313
1368
1414
1451
1483
720
856
961
1043
1107
1157
1196
1227
1252
1272
773
939
1083
1207
1312
1401
1476
1540
1594
1639
732
883
1010
1115
1201
1271
1329
1376
1415
1448
682
814
918
999
1063
1113
1152
1184
1210
1230
736
897
1039
1163
1269
1360
1437
1503
1560
1608
696
844
969
1073
1160
1231
1291
1339
1380
1414
647
775
877
958
1021
1071
1111
1143
1169
1190
702
859
999
1121
1228
1320
1399
1467
1526
1576
663
807
930
1034
1121
1193
1254
1304
1346
1381
615
739
839
918
981
1031
1071
1103
1129
1150
671
823
961
1082
1189
1282
1362
1432
1493
1545
633
773
894
997
1084
1157
1218
1269
1312
1349
585
706
803
881
943
993
1032
1064
1090
1112
642
790
925
1045
1151
1245
1326
1398
1460
1514
605
741
860
962
1049
1122
1184
1236
1280
1317
558
675
770
846
907
956
995
1027
1053
1074
616
760
891
1010
1115
1209
1292
1364
1428
1484
579
712
828
929
1015
1089
1151
1204
1249
1287
533
646
738
813
873
921
959
991
1017
1038
591
731
860
976
1081
1175
1258
1332
1396
1454
555
685
799
898
983
1057
1119
1172
1218
1257
509
619
708
781
840
887
925
956
981
1002
569
705
830
945
1049
1142
1226
1300
1366
1424
533
659
770
868
953
1026
1089
1142
1188
1228
487
593
680
751
808
854
892
922
947
967
See page 18 for footnotes
118

VP1
VULCRAFT
www.vulcraft.com
3.0PLN18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/8" and < 3/16"
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"
656
763
841
898
940
971
994
1013
1027
1038
565
637
683
715
736
751
762
771
777
782
427
458
476
486
493
498
501
504
506
507
209
213
215
216
216
217
217
217
217
218
617
720
795
849
889
919
942
960
974
985
521
585
626
654
672
686
695
703
708
712
363
385
397
404
408
411
414
415
416
417
106
106
106
107
107
107
107
107
107
107
581
679
751
803
841
870
892
908
922
932
478
534
570
593
609
620
628
635
639
643
295
308
315
319
322
324
325
326
326
327
548
641
709
758
794
821
842
858
871
880
436
484
514
533
546
555
562
566
570
573
221
228
231
232
234
234
235
235
235
236
516
605
668
715
749
774
793
808
820
829
394
433
457
472
482
489
494
498
501
503
140
142
142
143
143
143
144
144
144
144
487
570
630
673
704
728
746
759
770
779
350
381
399
410
418
423
426
429
431
432
460
537
592
632
661
682
698
711
721
728
304
327
339
347
352
355
357
359
360
361
433
505
556
592
618
637
652
663
671
678
255
269
276
281
284
286
287
288
289
289
408
474
520
552
575
592
605
615
622
628
199
207
211
213
214
215
216
216
217
217
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
443
484
512
533
547
558
566
573
578
412
448
472
490
502
511
518
523
528
381
411
432
446
456
464
469
474
477
348
374
391
402
410
416
420
423
426
315
335
348
357
363
367
370
373
374
279
294
304
310
314
317
319
321
322
140
142
142
143
143
143
143
144
144
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

119
3.0PLN18



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4"
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"
764
924
1062
1178
1275
1357
1425
1482
1530
1571
726
882
1018
1134
1233
1317
1388
1447
1498
1541
692
843
977
1093
1193
1278
1351
1413
1466
1511
660
807
939
1054
1154
1241
1315
1379
1434
1482
631
774
903
1017
1117
1205
1281
1346
1403
1452
604
743
869
982
1082
1170
1247
1314
1372
1423
579
714
838
949
1048
1136
1214
1282
1342
1395
556
687
808
918
1016
1104
1183
1252
1313
1367
535
662
780
888
986
1074
1152
1222
1284
1339
639
754
860
957
1044
1123
1193
1256
1312
617
730
834
929
1016
1094
1165
1228
1285
597
707
809
903
989
1067
1138
1202
1259
577
685
785
878
963
1041
1112
1176
1234
559
664
763
854
938
1015
1086
1151
1209
542
645
741
831
914
991
1062
1126
1185
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
48
53
56
59
61
63
64
66
67
68
48
53
56
59
62
64
65
67
68
70
48
53
56
59
62
64
66
68
70
71
48
52
56
60
63
65
67
69
71
72
47
52
56
60
63
65
68
70
71
73
47
52
56
60
63
66
68
70
72
74
46
51
56
60
63
66
68
70
72
74
45
51
55
59
63
66
68
71
73
75
45
50
55
59
63
66
68
71
73
75
50
54
59
62
65
68
71
73
75
49
54
58
62
65
68
71
73
75
48
53
58
62
65
68
71
73
75
48
53
57
61
65
68
70
73
75
47
52
57
61
64
67
70
73
75
46
52
56
60
64
67
70
73
75
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
680
803
915
1018
1111
1194
1269
1336
1395
657
776
887
989
1081
1164
1239
1307
1367
635
752
860
960
1052
1135
1210
1278
1340
614
729
835
934
1024
1107
1182
1251
1313
595
707
811
908
998
1080
1155
1224
1286
577
686
788
884
973
1054
1129
1198
1261
651
765
867
958
1038
1107
1168
1222
1268
628
740
840
930
1009
1079
1140
1194
1241
607
716
815
903
982
1052
1113
1167
1215
587
693
791
878
956
1025
1087
1141
1189
568
672
768
854
931
1000
1062
1116
1164
550
652
746
831
907
976
1037
1092
1140
614
716
804
878
941
995
1040
1078
1110
592
691
777
851
913
966
1011
1049
1082
571
668
752
825
887
939
984
1022
1054
552
646
729
800
861
913
957
995
1027
533
626
706
776
836
888
932
969
1001
516
606
685
754
813
863
907
944
976
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
813
983
1130
1253
1357
1444
1516
1577
1628
1671
785
945
1080
1191
1282
1356
1417
1468
1509
1544
753
902
1023
1119
1196
1258
1308
1348
1380
1407
773
939
1083
1207
1312
1401
1476
1540
1594
1639
745
902
1035
1146
1238
1315
1378
1431
1474
1511
714
860
979
1075
1153
1216
1267
1309
1343
1371
736
897
1039
1163
1269
1360
1437
1503
1560
1608
709
862
993
1104
1197
1275
1340
1394
1440
1478
679
820
938
1034
1113
1176
1228
1271
1306
1335
702
859
999
1121
1228
1320
1399
1467
1526
1576
676
825
954
1064
1158
1237
1303
1359
1406
1446
646
784
900
995
1074
1138
1191
1234
1270
1300
671
823
961
1082
1189
1282
1362
1432
1493
1545
645
790
917
1026
1120
1200
1267
1325
1373
1415
617
751
864
959
1037
1102
1155
1199
1236
1266
642
790
925
1045
1151
1245
1326
1398
1460
1514
617
758
883
991
1084
1164
1233
1291
1341
1384
589
719
831
924
1002
1067
1120
1165
1202
1233
616
760
891
1010
1115
1209
1292
1364
1428
1484
591
728
850
957
1050
1131
1200
1259
1310
1354
564
690
799
891
969
1033
1087
1132
1170
1201
591
731
860
976
1081
1175
1258
1332
1396
1454
568
701
820
926
1018
1098
1168
1228
1280
1325
540
663
770
860
937
1001
1055
1100
1138
1170
569
705
830
945
1049
1142
1226
1300
1366
1424
545
675
792
895
987
1067
1137
1198
1250
1296
518
638
742
831
907
971
1024
1069
1108
1140
See page 18 for footnotes
120

VP1
VULCRAFT
www.vulcraft.com
3.0PLN18



Hilti X-HSN 24 Fastener @ Supports ≥ 3/16" and < 1/4"
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"
717
851
956
1036
1099
1147
1185
1216
1240
1260
675
790
876
939
986
1022
1049
1071
1088
1101
622
715
780
825
858
882
899
913
924
932
553
620
663
692
711
725
735
743
748
753
461
500
523
537
546
552
557
560
563
565
334
349
356
361
364
366
367
368
369
369
679
809
912
992
1054
1103
1142
1173
1197
1218
636
747
830
892
938
973
1000
1021
1038
1051
581
669
730
772
803
825
842
855
864
872
507
567
604
629
646
657
666
672
677
681
402
432
449
459
466
471
474
476
478
479
252
260
264
266
267
268
268
269
269
269
644
771
871
950
1012
1061
1100
1131
1156
1177
601
708
788
848
892
927
953
973
989
1002
544
625
682
721
749
770
785
797
806
813
463
514
546
566
580
590
597
602
606
609
342
363
374
381
385
388
390
391
392
393
164
166
167
168
168
168
168
169
169
169
612
735
833
911
972
1021
1060
1091
1116
1136
568
671
748
805
848
881
906
926
942
954
508
584
635
671
697
715
729
740
748
754
419
461
487
504
515
522
528
532
535
537
277
289
296
300
302
304
305
305
306
306
582
701
797
874
934
982
1021
1052
1077
1097
538
636
709
764
806
837
861
880
895
907
474
543
590
622
645
661
674
683
690
695
374
408
428
440
448
454
458
461
463
465
206
212
215
216
217
218
218
219
219
219
555
670
764
838
898
945
983
1014
1039
1059
509
603
673
725
764
794
817
835
849
861
442
504
546
574
594
608
618
626
632
637
327
352
366
375
380
384
387
389
390
392
128
129
130
130
130
131
131
131
131
131
529
641
732
805
863
910
947
977
1002
1022
483
572
638
687
724
752
774
791
804
815
410
465
501
526
542
554
563
569
574
578
277
293
302
308
311
314
315
316
317
318
506
614
702
773
830
875
912
942
966
986
458
542
605
651
685
711
731
747
759
769
378
426
457
477
490
500
507
512
516
520
221
231
236
238
240
241
242
243
243
244
484
588
674
743
798
843
878
907
931
950
435
514
572
615
647
671
689
704
715
724
346
386
411
427
438
446
451
455
458
461
160
164
166
167
167
168
168
168
168
168
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
565
647
714
768
811
846
874
897
916
542
622
686
738
780
814
841
863
882
521
598
660
710
750
783
809
831
848
500
575
635
683
721
753
778
798
815
481
552
610
656
693
723
747
767
783
463
531
586
631
666
694
717
736
751
486
540
580
609
631
648
661
671
679
459
509
545
572
592
606
618
627
634
433
479
511
535
552
565
575
583
589
407
448
477
497
512
524
532
539
544
381
417
442
459
472
482
489
495
499
354
385
406
421
432
439
445
450
453
345
364
376
384
390
394
397
399
401
301
315
324
329
333
336
338
339
341
255
264
269
273
275
277
278
279
280
205
210
213
214
216
217
217
218
218
150
152
154
154
155
155
155
156
156
HILTI X-HSN 24
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

121
3.0PLN18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8"
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"
764
924
1062
1178
1275
1357
1425
1482
1530
1571
726
882
1018
1134
1233
1317
1388
1447
1498
1541
692
843
977
1093
1193
1278
1351
1413
1466
1511
660
807
939
1054
1154
1241
1315
1379
1434
1482
631
774
903
1017
1117
1205
1281
1346
1403
1452
604
743
869
982
1082
1170
1247
1314
1372
1423
579
714
838
949
1048
1136
1214
1282
1342
1395
556
687
808
918
1016
1104
1183
1252
1313
1367
535
662
780
888
986
1074
1152
1222
1284
1339
639
754
860
957
1044
1123
1193
1256
1312
617
730
834
929
1016
1094
1165
1228
1285
597
707
809
903
989
1067
1138
1202
1259
577
685
785
878
963
1041
1112
1176
1234
559
664
763
854
938
1015
1086
1151
1209
542
645
741
831
914
991
1062
1126
1185
See page 18 for footnotes
Diaphragm Stiffness, G' (k/in)
Seismic or Wind
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"
48
53
56
59
61
63
64
66
67
68
48
53
56
59
62
64
65
67
68
70
48
53
56
59
62
64
66
68
70
71
48
52
56
60
63
65
67
69
71
72
47
52
56
60
63
65
68
70
71
73
47
52
56
60
63
66
68
70
72
74
46
51
56
60
63
66
68
70
72
74
45
51
55
59
63
66
68
71
73
75
45
50
55
59
63
66
68
71
73
75
50
54
59
62
65
68
71
73
75
49
54
58
62
65
68
71
73
75
48
53
58
62
65
68
71
73
75
48
53
57
61
65
68
70
73
75
47
52
57
61
64
67
70
73
75
46
52
56
60
64
67
70
73
75
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
680
803
915
1018
1111
1194
1269
1336
1395
657
776
887
989
1081
1164
1239
1307
1367
635
752
860
960
1052
1135
1210
1278
1340
614
729
835
934
1024
1107
1182
1251
1313
595
707
811
908
998
1080
1155
1224
1286
577
686
788
884
973
1054
1129
1198
1261
653
768
872
963
1044
1116
1178
1232
1280
631
743
845
935
1016
1087
1150
1205
1253
609
719
819
909
989
1060
1122
1178
1226
589
697
795
883
963
1033
1096
1152
1201
570
676
772
859
938
1008
1071
1126
1176
553
655
750
836
914
984
1046
1102
1152
621
725
816
893
960
1016
1064
1105
1140
599
701
789
866
932
988
1036
1076
1111
578
678
765
840
905
961
1008
1049
1084
558
656
741
815
879
935
982
1023
1058
540
635
719
792
855
910
957
997
1032
522
615
697
769
832
886
932
973
1007
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
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
20 psf
HILTI X-HSN 24
Load
Type
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
813
983
1130
1253
1357
1444
1516
1577
1628
1671
787
949
1084
1196
1288
1364
1426
1477
1520
1555
759
910
1033
1132
1212
1275
1327
1369
1403
1431
773
939
1083
1207
1312
1401
1476
1540
1594
1639
748
905
1039
1152
1245
1323
1387
1440
1485
1522
720
867
989
1088
1169
1234
1287
1330
1366
1395
736
897
1039
1163
1269
1360
1437
1503
1560
1608
711
865
997
1109
1204
1283
1349
1404
1451
1490
684
828
948
1047
1128
1194
1248
1293
1330
1360
702
859
999
1121
1228
1320
1399
1467
1526
1576
678
828
958
1069
1164
1244
1312
1369
1417
1458
652
792
910
1008
1089
1156
1211
1257
1294
1326
671
823
961
1082
1189
1282
1362
1432
1493
1545
648
793
921
1032
1126
1207
1276
1334
1384
1427
622
758
874
971
1052
1119
1175
1222
1260
1293
642
790
925
1045
1151
1245
1326
1398
1460
1514
620
761
886
996
1091
1172
1241
1301
1352
1396
594
727
840
936
1017
1085
1141
1188
1227
1260
616
760
891
1010
1115
1209
1292
1364
1428
1484
594
731
854
962
1056
1138
1208
1269
1321
1366
569
697
809
904
984
1051
1108
1155
1195
1229
591
731
860
976
1081
1175
1258
1332
1396
1454
570
703
824
930
1024
1105
1176
1237
1290
1336
545
670
779
873
952
1019
1076
1124
1164
1198
569
705
830
945
1049
1142
1226
1300
1366
1424
547
677
795
900
993
1074
1145
1207
1261
1308
523
645
751
843
922
989
1045
1093
1134
1168
See page 18 for footnotes
122

VP1
VULCRAFT
www.vulcraft.com
3.0PLN18



Hilti X-HSN 24 Fastener @ Supports ≥ 1/4" and ≤ 3/8"
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"
727
865
974
1058
1125
1176
1217
1250
1277
1298
690
812
904
974
1026
1066
1097
1121
1140
1156
646
749
822
875
914
943
965
981
994
1005
590
671
725
762
788
806
820
831
839
845
519
574
609
631
646
656
664
669
674
677
424
454
471
482
489
493
497
499
501
502
689
823
930
1015
1081
1133
1175
1208
1235
1258
652
770
860
928
980
1019
1050
1074
1093
1109
606
704
775
826
863
890
911
927
939
949
548
622
671
705
728
745
757
766
774
779
469
516
545
563
575
583
589
594
597
600
359
381
392
399
403
406
408
410
411
412
653
784
889
973
1039
1092
1134
1168
1196
1218
616
731
818
885
935
974
1005
1029
1048
1063
570
663
730
778
813
839
858
874
885
895
507
575
619
649
669
684
695
703
709
714
419
458
480
494
503
510
514
518
520
522
291
304
310
314
316
318
319
320
321
321
621
748
851
934
1000
1053
1095
1129
1157
1180
584
694
779
844
893
931
961
984
1003
1018
536
624
687
732
764
789
807
821
832
841
469
529
567
593
611
623
633
639
645
649
369
398
414
424
431
435
439
441
443
444
216
222
225
227
228
228
229
229
229
230
592
715
816
897
962
1015
1057
1091
1119
1142
554
660
742
804
852
889
918
941
959
974
504
587
645
687
717
740
756
769
779
787
431
483
516
538
553
563
570
576
580
584
315
335
346
353
357
360
362
364
365
365
134
135
136
137
137
137
137
137
137
137
564
684
782
862
927
979
1020
1055
1083
1106
526
628
707
767
813
849
877
899
916
931
474
551
605
643
671
691
706
718
727
734
393
437
464
482
494
502
508
512
516
518
257
269
276
279
282
283
284
285
286
286
539
655
751
829
893
944
985
1019
1047
1070
501
598
674
731
776
810
836
858
874
888
445
516
566
600
625
643
657
667
675
681
355
390
412
425
434
440
445
448
451
452
193
199
202
203
204
205
206
206
206
206
516
628
721
798
860
911
952
985
1013
1036
477
570
642
697
739
772
797
817
833
846
418
482
527
558
580
595
607
616
623
629
314
342
357
367
373
378
381
383
385
386
122
124
124
125
125
125
125
126
126
126
494
603
694
768
829
879
919
952
979
1002
454
543
612
664
704
735
759
777
792
805
391
449
488
515
534
548
558
565
571
576
271
290
301
307
311
314
316
317
318
319
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
579
667
740
799
848
887
920
947
969
557
642
713
771
818
857
889
915
937
536
619
687
744
790
827
858
884
905
516
596
663
718
762
799
829
854
875
497
575
639
692
736
771
800
824
844
479
555
617
668
710
744
772
795
815
517
582
632
669
698
721
738
752
764
493
554
601
636
663
683
700
713
723
469
527
570
602
627
646
661
673
683
446
500
540
570
592
610
623
634
643
424
473
510
537
558
573
585
595
602
402
447
480
504
523
536
547
556
562
416
450
472
488
500
508
514
519
523
382
410
429
442
451
458
463
466
469
346
370
385
395
402
407
411
413
416
310
327
339
346
351
355
358
360
361
271
283
291
296
300
302
304
305
306
228
236
241
244
246
248
249
250
250
235
241
245
247
249
250
250
251
251
176
179
180
181
182
182
183
183
183
112
113
113
114
114
114
114
114
114
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

123
HILTI X-HSN 24
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
3.0PLN with Hilti X-ENP-19
3.0PLN22



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
396
481
559
630
694
752
803
849
889
925
375
456
532
601
664
722
773
820
861
898
356
434
507
575
637
694
745
792
834
872
337
414
484
550
611
667
718
765
807
846
320
395
463
527
587
642
693
740
782
821
305
378
444
506
565
619
669
716
758
797
291
362
426
487
544
597
647
693
735
775
279
347
409
468
524
576
625
671
713
753
267
334
394
451
506
557
605
650
693
732
321
380
435
488
539
586
631
673
712
309
366
420
472
522
568
612
654
692
298
354
406
457
505
551
594
635
674
287
342
393
443
490
535
578
618
656
277
331
381
429
475
519
562
601
639
268
321
369
416
462
505
546
586
623
See page 18 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"
22
22
23
23
24
24
25
25
25
25
22
23
23
24
24
25
25
26
26
26
22
23
24
24
25
25
26
26
27
27
23
23
24
25
25
26
26
27
27
28
23
24
25
25
26
26
27
27
28
28
23
24
25
26
26
27
27
28
28
29
23
24
25
26
26
27
28
28
29
29
23
24
25
26
27
27
28
29
29
30
23
24
25
26
27
28
28
29
29
30
24
25
26
27
28
28
29
30
30
24
25
26
27
28
29
29
30
31
24
25
26
27
28
29
29
30
31
24
25
26
27
28
29
30
30
31
24
25
26
27
28
29
30
30
31
24
25
26
27
28
29
30
31
31
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
342
404
463
520
573
624
671
715
757
329
390
447
502
555
604
651
695
736
317
376
432
486
537
586
632
676
717
306
364
418
471
521
569
614
657
698
295
352
405
457
506
553
597
640
680
285
341
393
443
491
537
581
623
663
324
384
439
491
540
584
625
663
697
312
370
424
475
522
566
606
644
678
301
357
409
459
506
549
589
625
659
290
344
396
444
490
532
572
608
642
280
333
383
431
475
517
556
592
625
271
322
371
417
461
502
540
576
609
304
358
408
453
493
529
560
589
614
292
345
393
436
476
511
542
570
594
281
332
379
421
459
494
524
551
575
270
320
365
407
444
477
507
534
558
260
308
353
393
429
462
491
517
540
251
298
341
380
415
447
476
501
524
See page 18 for footnotes
No Uplift
10 psf
20 psf
HILTI X-ENP-19
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"
422
512
595
670
738
800
854
903
946
984
404
491
569
639
701
756
804
845
882
914
385
468
540
603
658
704
744
778
807
832
399
485
566
640
707
768
823
872
916
955
382
465
541
610
671
725
773
816
853
885
363
443
513
574
628
674
714
749
778
804
379
462
539
611
678
738
793
842
887
927
362
442
516
583
643
697
745
787
825
858
344
420
488
548
601
646
686
721
750
776
359
440
515
585
650
710
764
814
859
900
343
421
492
557
617
670
718
760
798
832
325
399
465
523
575
620
660
694
724
750
341
420
493
561
625
683
737
787
832
874
327
401
470
534
592
645
692
735
773
807
309
380
443
501
551
596
635
669
698
724
325
402
472
539
601
659
712
761
807
848
312
383
450
512
569
621
668
710
749
783
294
362
424
479
529
573
611
645
674
700
310
385
453
518
578
635
688
737
782
824
298
367
432
492
548
599
645
687
726
760
280
346
406
460
508
551
589
622
651
677
296
370
436
498
558
613
665
714
759
801
284
352
414
473
528
578
624
666
704
738
267
331
389
441
488
530
568
600
629
655
284
355
419
480
538
593
644
692
737
778
272
337
398
456
509
558
603
645
683
717
256
317
373
424
470
511
548
580
609
634
See page 18 for footnotes
124

VP1
VULCRAFT
www.vulcraft.com
3.0PLN22



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
365
440
505
559
604
642
673
699
720
739
340
407
461
504
538
565
587
605
619
631
308
362
402
431
453
470
483
493
501
508
262
297
320
335
346
354
359
364
367
370
186
199
206
210
213
215
216
217
218
218
343
416
478
530
575
611
642
668
689
707
318
381
432
473
506
532
552
569
583
594
285
333
369
396
415
430
441
450
457
463
232
260
277
289
296
302
306
309
311
313
136
141
144
146
147
147
148
148
148
149
323
393
453
504
547
583
613
638
659
677
298
358
406
445
475
500
519
535
548
558
262
306
338
361
378
390
400
407
413
418
200
220
232
240
245
249
251
253
255
256
305
372
430
479
521
556
585
610
630
648
279
336
381
417
446
469
487
502
513
523
240
279
306
326
340
350
358
364
369
373
165
178
185
189
192
194
195
196
197
198
289
353
408
456
496
530
559
583
603
620
262
315
358
391
418
439
456
469
480
489
219
252
275
291
302
310
316
321
324
327
124
130
133
135
136
137
137
138
138
138
274
335
389
434
473
506
534
557
576
593
246
296
335
366
391
410
425
437
447
455
197
225
243
255
263
269
273
277
279
281
260
319
370
414
451
483
510
532
551
567
231
278
314
342
364
381
395
405
414
421
174
195
208
217
222
226
229
231
233
234
247
304
353
395
431
461
487
508
526
542
217
260
293
318
338
353
364
374
381
387
149
163
171
176
180
182
184
185
186
187
235
289
337
377
411
440
465
485
502
517
203
242
272
294
311
324
334
342
348
353
70 psf
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
276
321
360
393
420
443
463
479
493
264
307
344
375
401
423
441
456
469
252
293
328
357
382
403
420
434
446
241
280
313
341
364
383
399
412
424
230
267
298
324
346
364
378
391
401
220
255
284
308
328
344
358
369
378
225
251
270
284
295
303
310
315
319
207
229
245
257
265
272
277
281
284
HILTI X-ENP-19
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
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

125
3.0PLN20



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
534
649
752
843
923
994
1055
1108
1154
1194
506
617
717
807
887
958
1020
1075
1122
1164
481
588
685
774
853
924
987
1042
1091
1135
458
561
656
743
821
892
955
1011
1061
1106
437
536
629
714
791
861
925
981
1032
1078
418
514
603
687
763
832
896
953
1004
1050
400
493
580
661
736
805
868
925
977
1024
382
473
558
637
711
779
842
899
951
998
367
455
538
615
687
754
816
873
926
973
439
519
594
665
731
792
849
901
949
423
501
575
644
709
770
826
878
926
408
484
556
624
688
748
804
855
903
395
468
539
605
668
727
782
834
882
382
454
522
587
649
707
762
813
861
370
440
507
571
631
689
743
793
841
See page 18 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"
31
32
33
34
35
36
37
37
38
38
31
33
34
35
36
37
37
38
39
39
32
33
34
36
37
37
38
39
40
40
32
33
35
36
37
38
39
40
40
41
32
33
35
36
37
38
39
40
41
42
32
34
35
36
38
39
40
41
42
42
32
34
35
37
38
39
40
41
42
43
31
33
35
37
38
39
40
41
42
43
31
33
35
37
38
39
41
42
43
44
33
35
37
38
40
41
42
43
44
33
35
37
38
40
41
42
43
44
33
35
37
38
40
41
42
43
44
33
35
36
38
40
41
42
43
44
32
34
36
38
39
41
42
43
44
32
34
36
38
39
41
42
43
44
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
467
552
632
708
778
843
903
959
1010
450
533
611
685
754
819
879
934
985
434
515
592
664
732
796
855
910
961
420
498
573
644
711
774
832
887
938
406
483
556
625
691
753
811
865
916
394
468
539
607
672
733
790
844
894
448
529
604
674
737
795
847
894
936
431
510
584
652
715
772
823
870
913
416
493
565
632
693
750
801
848
890
402
477
547
612
673
729
780
826
869
388
461
530
594
654
709
759
805
848
376
447
514
577
635
690
740
786
828
425
501
569
630
684
731
773
810
842
409
483
549
609
662
709
750
786
819
394
466
531
589
641
687
728
764
796
380
450
513
570
621
667
707
743
774
367
435
496
552
602
647
687
722
754
355
421
481
535
585
628
668
703
733
See page 18 for footnotes
No Uplift
10 psf
20 psf
HILTI X-ENP-19
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"
568
690
800
897
982
1057
1122
1178
1227
1270
549
667
770
860
938
1004
1061
1110
1152
1188
529
640
736
818
887
945
993
1034
1068
1097
538
656
763
859
944
1019
1085
1143
1194
1238
520
633
734
823
901
968
1026
1076
1119
1156
500
608
702
782
851
909
958
999
1034
1064
511
625
729
823
908
983
1050
1109
1161
1207
494
603
701
789
866
933
992
1043
1087
1125
474
578
669
749
817
875
924
966
1002
1033
487
597
698
790
874
949
1016
1076
1129
1176
469
575
671
757
833
900
959
1011
1056
1096
450
551
640
718
785
843
892
935
971
1002
465
570
669
759
842
916
984
1044
1098
1147
447
549
643
727
802
869
928
981
1026
1067
428
526
612
688
755
812
862
905
941
973
444
546
642
730
812
886
953
1014
1068
1117
427
526
617
699
773
840
899
951
998
1039
408
502
587
661
727
784
833
876
913
945
425
524
617
703
783
856
923
984
1039
1089
408
504
592
673
746
812
871
923
970
1012
390
481
563
636
700
757
806
848
885
918
407
503
594
678
756
829
895
956
1011
1062
391
484
570
649
721
786
844
897
944
986
373
461
541
612
675
731
780
822
859
891
390
484
572
654
731
803
869
929
985
1035
375
465
549
626
696
761
819
871
918
960
357
443
520
590
652
707
755
797
834
866
See page 18 for footnotes
126

VP1
VULCRAFT
www.vulcraft.com
3.0PLN20



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
507
611
697
769
828
876
915
947
974
997
481
575
651
711
758
796
826
850
870
886
451
532
594
640
676
703
725
741
755
765
412
477
522
555
579
596
609
620
627
634
360
404
432
451
464
473
480
485
489
492
284
306
319
326
331
335
337
339
340
341
478
578
663
733
791
839
879
912
939
961
453
543
616
674
720
757
787
811
831
847
422
498
557
601
635
660
680
696
709
719
380
439
480
509
530
546
557
566
573
578
321
358
380
395
405
412
417
421
423
426
230
243
251
255
258
259
261
262
262
263
452
549
631
700
757
805
844
877
904
927
427
513
584
640
685
721
750
773
792
808
395
467
522
563
595
619
637
652
664
673
350
403
439
464
482
495
505
513
518
523
282
310
327
337
344
349
353
355
357
359
170
176
179
180
182
182
183
183
183
184
429
522
602
669
726
772
812
844
872
895
403
486
553
608
651
686
714
737
755
770
370
438
489
527
556
578
595
609
619
628
321
367
398
420
435
445
453
459
464
468
241
260
271
278
282
285
288
289
290
291
100
102
102
103
103
103
103
103
103
103
407
497
575
640
695
742
780
813
840
863
381
461
525
577
619
652
679
701
719
734
347
410
457
492
519
539
554
566
576
583
293
332
357
374
386
395
401
406
409
412
195
206
212
216
218
220
221
222
222
223
387
474
549
613
667
713
751
783
809
832
361
437
499
549
588
620
646
667
684
698
325
383
426
458
482
499
513
524
532
539
263
295
315
328
337
343
348
351
354
356
142
147
149
151
152
152
153
153
153
153
369
453
526
588
640
685
722
754
780
803
343
415
474
521
559
589
614
633
649
663
304
357
396
424
445
461
472
482
489
495
232
257
271
280
286
291
294
296
298
299
352
433
503
564
615
658
695
726
752
774
325
394
450
495
531
559
582
601
616
628
283
331
366
390
408
422
432
439
445
450
199
215
224
230
234
236
238
240
241
241
337
415
483
541
591
633
669
699
725
746
309
374
427
470
503
530
552
569
583
594
263
306
336
356
371
382
391
397
402
405
160
169
174
177
179
180
181
182
182
183
80 psf
70 psf
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
397
463
520
568
609
644
674
698
720
381
445
500
547
587
620
649
673
693
366
428
481
526
565
597
625
648
668
352
411
463
506
544
575
602
624
643
338
396
445
488
523
554
579
601
619
326
381
429
469
504
533
557
578
596
356
406
445
477
502
521
537
550
561
338
385
422
451
474
492
506
518
527
321
364
398
425
446
462
475
486
494
304
344
375
399
418
433
444
454
461
287
324
352
374
390
403
413
421
428
271
304
329
348
362
373
382
389
394
280
305
322
334
342
349
354
357
360
253
272
286
295
301
306
310
312
314
HILTI X-ENP-19
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

127
3.0PLN19



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
663
805
930
1039
1133
1214
1283
1342
1392
1436
629
767
889
997
1091
1173
1244
1305
1358
1404
598
731
851
958
1052
1135
1207
1270
1324
1372
570
699
816
921
1015
1098
1171
1235
1291
1340
544
669
783
886
979
1062
1136
1201
1259
1310
521
641
752
854
946
1029
1103
1169
1227
1279
499
615
724
823
914
996
1071
1137
1197
1250
479
592
697
795
884
966
1040
1107
1167
1221
460
569
672
768
856
937
1011
1077
1138
1193
549
649
742
829
909
982
1049
1110
1165
530
627
719
804
883
955
1022
1083
1139
512
607
696
780
858
930
996
1057
1113
495
587
675
757
834
905
971
1032
1088
479
569
655
735
811
881
947
1008
1064
464
552
636
715
789
859
924
984
1040
See page 18 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"
41
44
45
47
48
50
51
51
52
53
42
44
46
48
49
50
52
53
53
54
42
44
46
48
50
51
52
54
55
55
42
44
47
49
50
52
53
54
55
56
42
44
47
49
51
52
54
55
56
57
41
44
47
49
51
53
54
56
57
58
41
44
47
49
51
53
55
56
57
59
41
44
47
49
51
53
55
56
58
59
41
44
47
49
51
53
55
57
58
59
43
46
49
51
53
55
57
58
60
43
46
49
51
53
55
57
59
60
43
46
49
51
53
55
57
59
60
42
45
48
51
53
55
57
59
60
42
45
48
50
53
55
57
59
60
41
45
48
50
53
55
57
59
60
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
584
690
790
882
967
1045
1116
1181
1240
563
667
764
855
939
1016
1087
1152
1211
544
645
740
829
912
989
1060
1125
1184
526
625
718
805
887
963
1033
1098
1157
510
605
696
782
863
938
1008
1072
1132
494
587
676
760
840
914
983
1047
1107
564
665
759
844
921
990
1052
1108
1157
544
643
734
818
894
963
1025
1080
1130
525
621
711
793
869
937
999
1054
1104
507
601
689
770
844
912
973
1029
1079
491
583
668
748
821
888
949
1004
1055
475
565
649
727
799
865
926
981
1031
541
636
721
797
863
922
973
1017
1056
521
613
697
771
837
895
946
991
1030
502
593
674
747
812
870
920
965
1004
485
573
653
725
789
845
896
940
979
469
555
633
703
766
822
872
916
955
453
537
614
683
745
800
849
893
931
See page 18 for footnotes
No Uplift
10 psf
20 psf
HILTI X-ENP-19
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"
706
856
989
1105
1205
1291
1365
1427
1481
1528
686
831
957
1064
1156
1233
1298
1353
1399
1439
665
803
920
1018
1100
1168
1224
1271
1310
1342
670
815
946
1061
1161
1248
1323
1389
1445
1493
650
791
914
1021
1113
1191
1258
1314
1363
1404
629
763
879
976
1058
1127
1184
1232
1273
1307
637
778
905
1019
1119
1207
1284
1351
1409
1459
618
754
875
981
1072
1151
1219
1277
1327
1370
597
727
840
937
1019
1088
1146
1195
1237
1272
607
743
868
980
1079
1168
1245
1314
1374
1426
588
720
838
943
1034
1113
1182
1241
1293
1337
568
694
804
900
981
1050
1109
1159
1202
1238
579
711
833
943
1042
1130
1208
1278
1339
1393
561
689
804
907
998
1077
1147
1207
1259
1305
541
663
771
865
946
1015
1074
1125
1168
1205
554
682
800
908
1006
1094
1173
1243
1306
1361
536
660
773
874
963
1043
1112
1173
1227
1274
517
635
740
832
913
982
1041
1092
1136
1173
531
655
770
876
973
1060
1139
1210
1273
1329
513
633
743
842
931
1010
1080
1141
1196
1243
494
609
711
802
881
950
1009
1060
1104
1143
509
629
742
845
941
1028
1106
1177
1241
1299
492
608
715
813
900
979
1049
1110
1165
1214
473
584
684
773
851
919
979
1030
1074
1113
489
606
715
817
911
997
1075
1146
1211
1269
472
585
690
785
871
949
1019
1081
1136
1185
454
562
659
746
823
891
950
1001
1045
1084
See page 18 for footnotes
128

VP1
VULCRAFT
www.vulcraft.com
3.0PLN19



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
641
771
878
966
1037
1095
1142
1181
1212
1239
615
735
830
906
966
1014
1052
1082
1107
1127
585
692
774
837
885
922
951
974
993
1007
549
641
708
757
793
820
841
857
869
879
505
578
628
663
688
706
719
729
737
743
448
500
533
554
569
579
587
592
596
600
606
732
838
924
996
1054
1101
1141
1173
1200
581
696
790
864
923
971
1009
1039
1064
1084
550
653
732
793
840
876
904
926
944
959
513
600
663
709
742
768
787
802
814
823
466
532
577
608
630
645
657
666
673
678
402
445
472
489
500
508
514
518
521
524
575
697
800
885
956
1014
1062
1102
1135
1163
549
661
752
825
883
930
967
998
1023
1043
519
617
693
751
796
831
858
880
897
911
480
561
620
662
694
717
735
749
759
768
429
488
527
554
572
585
595
603
608
613
355
389
410
422
431
436
440
444
446
448
546
664
764
849
919
977
1025
1065
1099
1127
520
628
716
787
845
891
928
958
982
1003
489
583
656
712
755
788
814
835
852
865
449
524
578
617
646
667
683
696
705
713
393
444
477
499
515
526
534
540
544
548
307
332
345
354
360
363
366
368
370
371
519
634
732
815
884
942
990
1030
1064
1092
494
598
683
752
808
853
890
919
944
964
462
552
621
674
715
747
771
791
807
819
420
489
538
573
599
618
632
643
652
659
357
400
427
445
457
465
471
476
480
482
255
270
279
284
287
289
290
291
292
293
495
606
701
782
851
908
956
996
1030
1058
470
570
652
719
774
817
853
882
906
926
437
522
587
638
676
706
729
748
763
774
392
455
499
530
553
569
582
591
598
604
320
354
375
389
398
404
408
412
414
416
196
204
208
210
211
212
213
214
214
214
473
580
673
752
819
876
923
963
997
1025
447
543
623
688
741
783
818
846
869
888
414
494
556
603
639
667
688
705
719
730
365
421
460
487
506
520
531
539
545
550
281
307
322
331
337
341
344
347
348
350
129
132
133
134
134
134
134
135
135
135
452
556
646
724
790
845
892
932
965
994
426
519
596
658
709
750
784
811
834
852
392
467
525
569
602
628
648
664
676
686
338
387
421
444
460
471
480
486
491
495
239
256
265
271
275
277
279
280
281
282
433
533
621
697
761
816
862
902
935
963
407
496
570
630
679
719
751
777
799
817
371
442
496
536
567
590
608
622
634
643
311
353
381
400
413
422
428
433
437
440
191
200
205
208
210
211
212
213
213
214
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
512
598
671
735
788
834
872
905
933
493
576
648
709
762
807
845
877
904
474
555
625
685
737
780
818
849
876
457
535
603
662
712
755
792
823
849
441
517
583
640
689
731
767
797
823
425
499
563
619
667
707
742
772
797
474
545
603
650
688
719
744
765
782
454
522
578
622
659
688
712
732
748
435
500
553
595
630
658
681
699
715
416
478
529
569
602
628
650
667
681
399
458
506
544
574
599
619
635
649
382
438
483
519
547
570
589
604
616
417
467
504
531
552
569
581
591
599
283
318
340
354
364
371
376
380
382
385
136
140
142
143
143
144
144
144
144
145
393
438
471
496
515
529
540
549
556
253
280
297
307
314
319
322
325
327
328
369
410
439
461
477
490
499
507
512
221
240
251
258
262
265
267
269
270
271
345
381
407
425
439
450
458
464
469
321
352
374
389
401
409
415
420
424
295
322
339
352
361
368
373
376
380
HILTI X-ENP-19
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

129
3.0PLN18



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
783
949
1093
1218
1323
1413
1489
1553
1608
1655
743
904
1047
1170
1277
1369
1447
1514
1571
1620
707
864
1003
1126
1233
1326
1406
1475
1535
1586
674
826
962
1084
1191
1285
1366
1437
1499
1553
644
791
925
1045
1151
1245
1328
1400
1464
1519
616
759
889
1007
1113
1207
1291
1364
1429
1486
591
729
856
972
1077
1171
1255
1329
1396
1454
567
701
825
939
1043
1137
1221
1296
1363
1422
545
675
796
908
1011
1104
1187
1263
1331
1392
651
769
879
980
1072
1156
1231
1300
1361
628
744
851
951
1042
1125
1201
1270
1332
607
720
825
923
1013
1096
1172
1241
1303
587
697
800
896
986
1068
1143
1212
1275
569
676
777
871
959
1041
1116
1185
1248
551
656
754
847
934
1015
1090
1159
1222
See page 18 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"
53
56
59
61
63
64
66
67
68
69
53
56
59
62
64
65
67
68
70
71
53
56
60
62
64
66
68
70
71
72
53
56
60
63
65
67
69
71
72
73
52
56
60
63
65
68
70
71
73
74
52
56
60
63
66
68
70
72
74
75
51
56
60
63
66
68
70
72
74
76
51
56
59
63
66
68
71
73
75
76
50
55
59
63
66
68
71
73
75
77
55
59
62
66
68
71
73
75
77
54
58
62
65
68
71
73
75
77
53
58
62
65
68
71
73
75
77
53
57
61
65
68
71
73
75
78
52
57
61
64
67
70
73
75
77
52
56
60
64
67
70
73
75
77
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
693
818
935
1042
1140
1229
1310
1383
1448
669
791
905
1011
1108
1197
1278
1351
1417
646
766
878
982
1078
1166
1246
1320
1387
625
742
851
954
1048
1136
1216
1290
1357
605
719
826
927
1021
1107
1187
1261
1328
586
697
803
902
994
1080
1159
1233
1300
671
792
902
1001
1090
1170
1241
1304
1359
648
765
873
971
1060
1139
1210
1273
1329
626
740
846
943
1030
1109
1180
1244
1300
605
717
821
916
1002
1081
1151
1215
1272
585
695
796
890
976
1053
1124
1187
1245
567
674
773
865
950
1027
1097
1161
1218
648
761
862
951
1030
1098
1158
1210
1255
624
735
834
922
1000
1068
1127
1179
1225
603
711
808
895
971
1039
1098
1150
1196
582
688
783
868
944
1011
1070
1122
1168
563
666
759
843
918
985
1044
1095
1141
545
645
737
820
893
959
1018
1069
1115
See page 18 for footnotes
No Uplift
10 psf
20 psf
HILTI X-ENP-19
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"
833
1009
1163
1295
1408
1503
1584
1653
1711
1760
812
982
1128
1251
1355
1441
1513
1573
1624
1667
790
953
1089
1203
1296
1373
1436
1488
1531
1568
791
962
1113
1245
1359
1456
1539
1611
1672
1724
771
936
1080
1202
1307
1395
1469
1532
1585
1630
749
907
1042
1155
1249
1327
1392
1446
1491
1529
752
919
1067
1198
1312
1411
1496
1569
1633
1688
733
893
1034
1157
1261
1351
1427
1491
1546
1593
712
865
998
1110
1204
1284
1350
1405
1452
1491
717
879
1024
1153
1267
1367
1454
1529
1595
1652
698
854
992
1113
1218
1308
1386
1452
1509
1558
677
827
957
1068
1162
1242
1309
1366
1414
1455
685
841
984
1111
1225
1325
1413
1490
1557
1616
666
818
953
1073
1177
1268
1346
1414
1472
1523
646
791
918
1028
1122
1202
1270
1328
1377
1419
656
807
946
1072
1184
1284
1373
1451
1520
1581
637
784
916
1034
1138
1229
1308
1377
1436
1488
617
758
882
991
1084
1164
1233
1291
1341
1384
628
775
911
1034
1146
1246
1335
1414
1485
1547
610
753
882
998
1101
1192
1271
1341
1402
1455
591
727
849
956
1048
1128
1197
1256
1307
1350
603
746
878
999
1110
1209
1298
1378
1450
1513
585
724
850
964
1066
1156
1236
1306
1368
1422
566
699
818
923
1014
1094
1163
1222
1273
1317
580
718
847
966
1075
1174
1263
1344
1416
1480
562
697
820
932
1033
1123
1202
1273
1335
1390
543
672
788
891
982
1061
1130
1189
1241
1286
See page 18 for footnotes
130

VP1
VULCRAFT
www.vulcraft.com
3.0PLN18



Hilti X-ENP-19 Fastener @ Supports ≥ 1/4"
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"
766
920
1046
1148
1231
1298
1352
1396
1432
1462
740
883
997
1088
1159
1215
1260
1296
1326
1350
710
841
942
1019
1079
1125
1161
1189
1212
1231
676
792
878
942
989
1025
1053
1074
1091
1105
635
734
804
854
890
916
936
951
963
973
586
665
718
754
779
797
810
820
828
834
726
875
999
1101
1184
1252
1307
1352
1390
1421
699
838
951
1040
1111
1168
1213
1250
1280
1304
670
796
894
970
1029
1075
1110
1139
1162
1180
635
746
829
890
936
971
997
1018
1035
1048
593
685
751
797
830
855
873
887
898
907
540
611
658
690
711
727
739
747
754
759
689
834
956
1057
1140
1208
1264
1310
1349
1380
663
798
907
996
1066
1123
1169
1205
1236
1260
633
755
850
924
982
1027
1062
1090
1112
1131
598
703
782
841
884
918
943
963
979
991
553
639
700
742
773
795
812
825
835
842
496
558
599
626
644
658
667
674
680
684
655
796
915
1015
1098
1166
1223
1270
1309
1341
629
760
867
954
1024
1080
1125
1162
1193
1218
599
717
809
881
937
981
1015
1042
1065
1083
563
663
738
794
835
866
890
909
924
936
516
595
650
688
716
736
751
762
771
778
452
506
540
562
578
588
596
602
606
610
624
761
878
976
1058
1127
1183
1231
1270
1304
598
725
829
914
983
1039
1084
1121
1151
1176
568
681
770
840
894
936
970
996
1018
1035
531
626
696
748
787
816
839
856
870
881
481
553
602
636
660
677
690
700
708
714
409
453
481
498
510
518
524
528
532
534
595
728
843
939
1021
1089
1146
1193
1233
1267
570
693
794
877
945
1000
1044
1081
1111
1136
540
648
734
800
853
894
926
952
972
989
501
590
656
704
740
768
788
804
817
827
446
511
554
583
604
619
630
638
645
650
364
399
420
433
441
447
451
454
457
459
569
698
810
905
985
1053
1109
1157
1197
1231
544
662
761
842
908
962
1006
1042
1072
1096
513
617
699
763
813
852
883
908
928
944
472
556
617
662
695
719
738
753
764
773
412
469
506
531
548
560
569
576
581
585
317
342
356
365
371
375
377
379
381
382
545
670
779
872
951
1018
1075
1122
1163
1197
520
634
730
809
873
926
969
1004
1034
1058
488
588
666
727
775
812
842
865
884
899
445
523
579
620
650
672
689
702
712
720
379
427
457
478
491
501
508
514
518
521
265
281
290
295
298
301
302
303
304
305
522
644
750
841
919
985
1041
1089
1129
1163
497
608
701
777
840
891
934
968
997
1021
465
560
635
693
738
773
801
823
841
856
419
491
542
578
605
625
639
651
660
667
344
383
408
423
434
441
446
450
453
456
207
215
220
222
224
225
225
226
226
227
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
619
723
812
889
954
1010
1057
1097
1131
596
697
785
860
924
979
1026
1065
1099
575
673
758
832
896
950
996
1035
1069
554
650
734
806
868
922
967
1006
1039
535
629
710
781
842
894
939
978
1011
517
608
688
757
817
868
912
950
983
583
673
747
808
858
899
933
961
984
560
647
719
778
826
866
899
926
949
538
622
691
749
796
834
866
892
914
517
598
665
721
766
803
834
859
880
498
576
640
694
737
773
802
826
846
479
554
616
667
709
743
771
794
813
534
604
659
702
735
761
782
799
812
508
575
627
667
698
722
741
757
769
484
547
595
632
661
684
701
715
727
461
520
564
599
625
645
661
674
684
438
493
534
565
589
607
621
633
642
415
466
503
531
552
569
581
591
599
459
505
537
560
577
590
600
607
613
427
467
495
515
530
540
548
555
560
395
430
453
470
481
490
497
502
506
362
391
410
423
432
439
444
448
451
328
350
365
375
382
387
391
394
396
338
356
367
375
380
383
386
388
390
289
301
309
313
317
319
321
322
323
236
243
247
250
252
253
254
255
255
HILTI X-ENP-19
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
144
145
146
147
147
147
147
148
148
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

131
3.0PLN with #12 Screws
3.0PLB22



#12 Screws @ Supports ≥ 0.109"
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"
377
458
531
596
654
704
748
786
819
848
358
436
507
571
628
678
723
762
796
827
340
415
484
547
604
654
699
739
774
805
323
396
463
525
581
631
676
717
752
784
308
379
444
504
559
609
654
695
732
764
295
363
426
485
539
589
634
674
711
745
282
348
409
467
520
569
614
655
692
725
270
334
394
450
502
551
595
636
673
707
258
321
379
434
485
533
577
618
655
689
309
366
419
470
516
560
600
638
672
298
353
405
455
501
544
584
621
655
288
342
392
440
486
528
568
605
639
279
330
380
427
472
514
553
589
624
270
320
368
414
458
499
538
575
609
261
310
357
403
445
486
524
561
594
See page 18 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"
20
21
21
22
23
23
24
24
24
25
20
21
22
22
23
24
24
25
25
25
20
21
22
23
24
24
25
25
26
26
20
21
22
23
24
25
25
26
26
27
20
21
22
23
24
25
26
26
27
27
20
21
22
24
24
25
26
27
27
28
20
21
23
24
25
25
26
27
27
28
20
21
23
24
25
26
26
27
28
28
20
21
23
24
25
26
27
27
28
29
21
22
24
25
26
27
27
28
29
21
22
24
25
26
27
28
28
29
21
22
24
25
26
27
28
28
29
21
22
23
25
26
27
28
29
29
20
22
23
25
26
27
28
29
29
20
22
23
25
26
27
28
29
29
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
329
389
446
500
549
596
639
678
715
318
376
431
484
533
578
621
661
697
307
363
417
469
517
562
604
643
680
296
352
404
454
502
546
588
627
663
287
340
392
441
487
531
573
611
648
278
330
380
428
474
517
558
596
632
317
374
428
477
523
564
602
636
667
305
361
413
462
506
547
585
619
649
294
348
399
447
491
531
568
602
632
284
337
386
433
476
516
552
586
616
274
326
374
420
462
501
537
570
601
265
315
363
407
449
487
523
556
586
296
348
394
435
472
504
532
556
577
284
334
380
420
456
487
514
538
559
273
322
366
405
440
471
497
521
541
263
310
353
391
425
455
481
504
525
253
300
341
378
411
440
466
489
508
244
289
330
366
398
426
451
473
493
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
#12 SCREWS
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"
401
488
565
634
695
749
795
836
872
902
392
476
551
616
673
723
766
802
834
861
373
452
520
578
627
668
703
732
757
778
380
464
539
607
668
722
769
811
847
879
371
452
524
589
646
695
738
776
808
836
352
428
494
551
600
641
676
705
730
752
361
442
515
582
642
696
744
786
824
857
351
429
500
563
620
669
712
750
783
812
333
406
471
526
574
615
650
680
705
727
344
421
493
558
618
671
719
762
801
835
334
409
478
540
595
644
688
726
760
789
316
386
449
503
550
591
626
655
681
702
328
403
472
536
595
648
696
739
778
813
318
390
457
518
572
621
664
703
737
767
300
368
429
482
528
568
603
632
658
679
314
386
453
516
573
626
674
718
757
792
303
373
438
497
551
599
642
681
715
745
286
351
410
462
507
547
581
610
635
657
300
370
435
497
553
605
653
697
736
772
290
357
420
478
531
578
621
659
694
724
272
336
393
443
488
526
560
589
614
636
287
355
419
479
534
586
633
676
716
752
277
343
404
460
512
559
601
639
674
704
260
321
377
426
469
507
540
569
594
616
275
342
404
462
516
567
614
657
697
733
266
329
389
444
494
540
582
620
654
685
249
308
362
409
452
489
521
550
574
596
See page 18 for footnotes
132

VP1
VULCRAFT
www.vulcraft.com
3.0PLB22



#12 Screws @ Supports ≥ 0.109"
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"
352
423
482
531
570
602
628
650
667
682
326
387
434
471
499
521
539
553
564
573
291
337
370
393
411
423
433
440
446
450
239
265
282
292
300
305
308
311
313
315
152
159
163
165
166
167
168
168
168
169
331
400
457
504
542
574
599
621
638
653
305
362
407
442
469
490
506
519
529
538
267
309
338
358
373
384
392
398
403
407
207
226
238
246
250
254
256
258
259
260
98
100
101
101
102
102
102
102
102
102
312
378
433
479
516
547
572
593
610
624
285
339
382
414
439
459
474
486
496
504
245
281
306
323
336
345
351
356
360
363
172
185
192
197
200
202
203
204
205
205
295
358
411
455
492
521
546
566
583
597
267
318
357
388
411
429
443
454
463
470
223
254
274
288
298
305
310
314
317
320
133
140
144
146
147
148
148
149
149
149
279
340
391
433
468
497
521
541
557
571
250
298
334
362
383
400
412
422
430
437
200
225
242
253
260
265
269
272
274
276
265
323
372
413
446
474
497
516
532
545
234
278
312
337
356
371
382
391
398
404
177
196
208
215
221
224
227
229
230
231
251
307
354
393
426
452
474
493
508
520
219
260
290
313
330
342
352
360
366
371
151
164
172
176
180
182
183
184
185
186
239
292
337
375
406
431
452
470
484
496
205
242
269
288
303
314
322
329
334
338
121
129
133
135
137
138
138
139
139
140
227
278
321
357
387
411
431
447
461
472
191
223
247
264
276
285
292
297
301
304
70 psf
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
265
306
340
368
391
410
426
439
449
253
292
324
351
372
390
404
416
426
241
278
309
333
354
370
383
395
404
230
265
293
317
335
350
363
373
381
219
252
279
300
317
331
342
351
359
209
239
264
283
299
312
322
330
337
205
225
238
248
255
261
265
268
271
185
201
212
220
225
229
232
235
236
#12 SCREWS
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
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

133
3.0PLN20



#12 Screws @ Supports ≥ 0.109"
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"
510
619
714
796
866
926
977
1020
1057
1089
484
589
683
764
835
896
949
994
1032
1066
461
563
654
735
806
868
921
968
1008
1042
439
538
627
707
778
840
895
942
983
1020
419
515
602
681
751
814
869
917
960
997
401
494
579
657
726
789
844
893
936
975
384
474
557
634
703
765
820
870
914
953
369
456
537
612
680
742
797
847
892
932
355
439
518
591
659
720
775
825
871
911
423
500
572
638
699
754
804
850
891
409
484
554
619
679
734
784
830
871
395
468
537
601
660
715
765
810
852
382
453
520
583
642
696
746
792
834
370
439
505
567
625
678
728
774
816
358
426
491
551
608
661
710
756
798
See page 18 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"
28
30
31
33
34
35
35
36
37
37
28
30
32
33
34
35
36
37
38
38
28
30
32
33
35
36
37
38
38
39
28
30
32
34
35
36
37
38
39
40
28
30
32
34
35
36
38
39
40
40
28
30
32
34
35
37
38
39
40
41
27
30
32
34
35
37
38
39
40
41
27
30
32
34
35
37
38
40
41
42
27
29
32
34
35
37
38
40
41
42
29
31
34
35
37
38
40
41
42
29
31
33
35
37
38
40
41
42
29
31
33
35
37
38
40
41
42
28
31
33
35
37
38
40
41
42
28
30
33
35
36
38
40
41
42
28
30
32
34
36
38
40
41
42
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
450
532
609
679
744
802
856
904
948
435
515
589
659
722
781
834
883
927
420
498
571
639
702
760
813
862
907
406
482
554
621
683
740
794
842
887
393
467
537
603
665
722
774
823
868
381
453
522
586
647
703
756
804
849
433
511
582
646
703
754
800
840
876
418
493
563
625
682
733
778
819
855
403
477
544
606
662
713
758
798
834
389
461
527
588
643
693
738
778
814
376
446
511
571
625
675
719
759
795
364
433
496
555
608
657
701
741
777
403
471
530
581
625
662
694
721
744
388
454
511
561
604
641
672
698
721
373
437
494
542
584
620
651
677
700
360
422
477
524
565
600
630
656
678
347
407
461
507
547
581
611
636
658
335
394
445
491
529
563
592
616
638
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
#12 SCREWS
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"
543
658
759
847
921
985
1039
1085
1125
1158
530
642
738
820
889
947
996
1037
1071
1101
504
607
692
763
820
867
906
937
963
985
515
627
726
813
889
953
1009
1057
1098
1134
502
610
705
786
855
914
964
1006
1042
1073
477
576
660
730
787
834
873
905
932
954
490
599
696
782
857
923
980
1029
1072
1109
477
581
674
754
824
883
934
977
1014
1045
452
548
630
699
756
803
842
875
902
925
467
572
667
752
828
894
952
1002
1046
1085
454
555
645
725
794
853
904
948
986
1019
429
522
602
670
727
774
813
846
873
896
446
548
641
725
799
866
924
976
1021
1061
432
531
619
697
765
825
876
921
960
993
408
499
577
643
699
746
785
818
845
869
427
525
616
699
773
839
898
950
996
1037
413
508
594
671
739
798
850
895
934
968
389
477
553
618
673
719
758
791
819
842
409
505
593
674
747
813
873
925
972
1014
395
487
571
646
713
772
824
869
909
944
371
456
530
594
648
694
732
765
793
816
393
485
571
651
723
789
848
901
949
991
379
468
550
623
689
748
800
845
885
920
355
437
509
571
624
670
708
740
768
791
377
467
551
629
701
766
825
878
926
969
363
450
530
602
667
725
776
822
862
898
340
420
489
550
602
647
684
717
744
767
See page 18 for footnotes
134

VP1
VULCRAFT
www.vulcraft.com
3.0PLN20



#12 Screws @ Supports ≥ 0.109"
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"
474
565
637
693
738
773
801
823
841
856
436
511
566
607
638
661
679
692
703
712
385
438
474
499
516
529
538
545
551
555
309
337
353
364
371
376
379
382
383
385
190
196
200
202
203
204
204
205
205
205
447
534
604
660
703
738
765
788
805
820
408
479
531
570
599
620
637
650
661
669
353
400
432
453
468
479
487
493
497
501
265
285
297
304
309
312
314
316
317
318
120
122
123
123
124
124
124
124
124
124
422
506
574
628
671
705
732
753
771
786
382
449
498
534
561
581
597
609
618
626
322
363
390
408
420
429
435
440
444
447
218
231
238
242
245
247
248
249
250
250
399
480
546
598
640
673
699
720
738
752
358
420
466
499
524
543
557
568
577
584
292
326
348
362
372
379
384
387
390
392
167
173
176
178
180
180
181
181
182
182
378
456
519
570
610
642
668
689
705
719
335
393
435
466
488
505
518
528
536
542
261
288
305
316
323
328
331
334
336
338
108
110
111
112
112
112
112
113
113
113
359
434
495
543
582
613
638
658
674
687
314
367
405
433
453
468
479
488
495
500
228
248
260
268
273
276
278
280
281
282
341
413
471
518
555
585
608
628
643
656
294
342
376
401
418
431
441
448
454
459
192
206
213
218
221
223
224
225
226
227
325
393
449
494
529
557
580
598
613
626
274
317
347
368
383
394
402
409
413
417
152
160
164
166
167
168
169
169
170
170
309
375
428
470
504
531
553
570
584
596
254
292
317
335
348
357
363
368
372
375
106
109
110
111
112
112
112
112
112
113
70 psf
60 psf
50 psf
40 psf
30 psf
8'-0"
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
357
408
448
480
505
526
542
555
566
341
389
427
457
480
499
514
527
537
325
370
406
434
456
473
487
498
508
309
352
385
411
431
447
460
470
479
295
334
365
389
407
422
433
442
450
280
317
345
366
383
396
406
415
421
266
287
302
312
319
324
328
331
333
239
256
267
274
280
284
286
289
290
211
223
231
236
240
242
244
246
247
180
188
193
196
198
200
201
202
203
145
150
153
154
156
156
157
157
158
107
109
110
111
111
112
112
112
112
#12 SCREWS
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
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

135
3.0PLN19



#12 Screws @ Supports ≥ 0.109"
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"
635
768
883
980
1061
1129
1186
1234
1274
1308
603
733
846
943
1026
1096
1155
1205
1247
1283
574
701
812
909
992
1063
1124
1176
1221
1259
548
671
780
876
960
1032
1094
1148
1194
1234
524
643
750
845
929
1002
1065
1120
1168
1209
501
617
722
816
899
973
1037
1093
1142
1185
481
593
696
789
871
945
1010
1067
1117
1161
462
571
671
763
845
918
983
1041
1092
1137
444
550
648
738
819
892
958
1016
1068
1114
531
627
715
795
868
933
992
1044
1091
513
606
693
772
844
910
968
1021
1069
495
587
672
750
822
887
946
999
1047
479
569
652
729
800
865
924
978
1026
464
552
633
709
779
844
903
956
1005
450
535
615
690
760
824
882
936
985
See page 18 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"
38
40
43
45
46
48
49
50
51
52
37
41
43
45
47
49
50
51
52
53
37
41
43
46
48
49
51
52
53
54
37
41
43
46
48
50
51
53
54
55
37
40
43
46
48
50
52
53
55
56
36
40
43
46
48
50
52
54
55
56
36
40
43
46
48
51
52
54
56
57
36
40
43
46
48
51
53
54
56
57
35
39
43
46
48
51
53
54
56
58
39
42
45
48
50
53
54
56
58
38
42
45
48
50
52
54
56
58
38
41
45
47
50
52
54
56
58
37
41
44
47
50
52
54
56
58
37
41
44
47
49
52
54
56
58
36
40
43
46
49
52
54
56
58
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
565
667
760
846
923
993
1055
1111
1161
545
645
737
821
898
968
1030
1087
1137
527
624
715
798
874
943
1006
1063
1114
510
605
694
776
851
920
983
1040
1092
494
587
674
754
829
898
960
1018
1070
479
570
655
734
808
876
939
996
1048
543
638
725
801
869
928
980
1026
1066
523
617
701
777
844
903
955
1001
1042
505
597
680
754
820
879
931
977
1018
488
578
659
732
798
856
908
954
995
473
560
639
711
776
834
886
932
973
458
543
621
692
756
813
865
911
952
503
586
656
715
765
806
841
871
896
484
564
633
691
740
781
815
844
869
467
544
611
668
716
756
790
819
843
450
526
591
646
693
732
766
794
818
434
508
571
625
671
710
742
770
794
419
491
552
605
650
688
720
747
770
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
#12 SCREWS
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"
676
817
939
1042
1129
1201
1262
1313
1356
1392
659
796
911
1007
1086
1152
1206
1251
1288
1319
627
751
851
932
997
1049
1091
1124
1152
1175
642
780
900
1003
1091
1166
1229
1282
1327
1365
625
758
872
967
1048
1114
1170
1217
1255
1288
593
714
813
894
959
1011
1053
1088
1117
1140
611
745
864
967
1055
1131
1196
1251
1298
1339
594
723
835
930
1011
1079
1135
1183
1224
1258
563
680
777
857
922
975
1018
1053
1082
1106
583
714
830
932
1021
1098
1164
1221
1270
1312
566
691
801
895
976
1044
1102
1151
1193
1228
535
649
744
823
888
940
984
1019
1049
1073
557
684
798
899
988
1066
1133
1192
1242
1286
540
662
769
862
943
1011
1070
1120
1163
1199
510
620
713
791
855
908
951
987
1017
1042
533
657
768
868
957
1035
1103
1163
1215
1260
516
634
739
832
911
980
1039
1090
1134
1171
486
593
684
761
824
876
920
956
986
1011
512
631
740
839
927
1005
1074
1135
1188
1235
494
609
712
802
882
950
1010
1061
1105
1144
464
568
657
732
794
846
889
925
955
981
491
607
714
811
899
977
1046
1107
1162
1210
474
585
686
775
853
922
981
1033
1078
1117
444
545
632
705
767
818
861
896
926
952
472
585
690
785
872
949
1019
1081
1136
1185
455
563
661
749
827
895
954
1006
1052
1091
426
524
608
680
740
791
833
868
898
923
See page 18 for footnotes
136

VP1
VULCRAFT
www.vulcraft.com
3.0PLN19



#12 Screws @ Supports ≥ 0.109"
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
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
587
695
778
842
891
929
958
982
1000
1015
538
624
687
731
764
788
807
821
832
841
470
530
569
595
613
626
636
643
648
652
372
402
419
430
437
442
445
448
450
451
224
231
234
236
238
238
239
239
240
240
554
658
740
802
850
888
917
940
959
974
503
585
644
686
717
740
758
771
782
790
431
484
518
540
556
567
574
580
585
589
318
339
351
359
363
366
368
370
371
372
141
143
144
144
145
145
145
145
145
145
524
625
703
764
811
848
877
900
919
934
472
549
604
643
672
693
710
722
732
739
393
438
467
485
498
507
513
518
522
525
261
274
281
285
288
289
291
292
292
293
496
593
669
728
774
810
839
861
879
894
442
514
565
601
628
647
662
674
682
689
354
392
415
430
440
447
452
456
458
460
198
204
207
209
210
211
212
212
212
213
471
564
637
695
739
774
802
824
841
856
414
481
527
561
585
602
615
626
633
640
316
345
363
374
381
386
390
392
394
396
127
129
130
131
131
131
131
132
132
132
447
537
607
662
705
739
766
787
804
818
387
448
491
520
542
557
569
578
585
590
275
296
309
316
321
325
327
329
330
331
425
511
579
632
673
705
731
751
767
781
362
417
455
481
499
513
523
530
536
541
230
245
252
257
260
261
263
264
265
265
405
487
552
602
642
672
697
716
732
744
336
385
418
441
457
468
476
483
487
491
181
189
192
195
196
197
198
198
198
199
385
464
526
574
611
640
663
682
696
708
311
354
382
401
414
423
430
435
438
442
125
128
129
130
131
131
131
131
131
132
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
442
501
546
582
609
631
648
662
673
421
477
520
553
579
599
615
628
638
402
454
494
525
549
567
582
594
603
382
431
469
497
519
536
549
560
568
364
409
443
469
489
505
517
526
534
345
387
418
442
460
473
484
492
499
322
345
360
370
377
382
386
389
391
288
306
317
325
330
334
337
339
341
252
265
273
279
282
285
287
288
289
214
223
228
231
233
235
236
237
237
172
177
180
181
182
183
184
184
185
126
128
129
130
130
131
131
131
131
#12 SCREWS
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
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

137
3.0PLN18



#12 Screws @ Supports ≥ 0.109"
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"
751
906
1038
1148
1239
1315
1377
1429
1473
1509
714
866
996
1107
1200
1278
1343
1398
1444
1482
680
828
957
1068
1162
1242
1310
1367
1415
1456
649
794
921
1031
1126
1207
1277
1336
1386
1429
621
761
886
996
1092
1174
1245
1305
1358
1403
595
731
854
963
1058
1141
1213
1276
1330
1376
570
703
824
931
1026
1110
1183
1247
1302
1350
548
677
795
901
996
1080
1153
1218
1275
1324
527
653
769
873
967
1051
1125
1190
1248
1299
630
743
846
939
1023
1097
1163
1222
1274
609
719
821
913
996
1071
1137
1197
1249
589
697
797
888
970
1045
1112
1172
1225
570
676
774
863
945
1020
1087
1148
1202
552
656
752
840
922
996
1063
1124
1179
536
637
731
818
899
973
1040
1101
1156
See page 18 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"
48
52
56
58
61
63
64
66
67
68
48
52
56
59
61
64
65
67
68
70
48
52
56
59
62
64
66
68
69
71
47
52
56
60
62
65
67
69
70
72
47
52
56
60
63
65
67
69
71
73
46
51
56
60
63
65
68
70
72
74
46
51
56
59
63
66
68
70
72
74
45
51
55
59
63
66
68
71
73
75
44
50
55
59
62
65
68
71
73
75
49
54
58
62
65
68
71
73
75
49
54
58
62
65
68
71
73
75
48
53
57
61
65
68
71
73
75
47
53
57
61
64
67
70
73
75
47
52
56
60
64
67
70
73
75
46
51
56
60
63
67
70
72
75
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
671
791
900
999
1088
1167
1238
1300
1355
648
765
873
971
1060
1139
1210
1273
1329
626
741
847
944
1032
1111
1183
1247
1304
606
719
823
919
1006
1085
1156
1221
1279
588
697
800
894
981
1059
1131
1196
1254
570
677
778
871
956
1035
1106
1171
1230
644
756
856
944
1021
1087
1145
1196
1239
621
731
829
916
992
1059
1117
1168
1212
600
708
804
890
965
1032
1090
1141
1186
580
685
780
865
940
1006
1064
1115
1160
562
664
757
841
915
981
1039
1090
1135
544
644
735
818
891
957
1014
1066
1111
596
691
770
837
892
938
976
1008
1035
574
666
744
809
863
909
946
978
1004
553
643
719
783
836
880
917
948
975
533
621
695
757
809
853
889
920
946
515
600
672
733
784
827
862
892
918
497
580
650
710
760
801
836
866
890
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
10 psf
20 psf
#12 SCREWS
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"
799
964
1104
1221
1318
1399
1465
1521
1567
1605
779
938
1070
1178
1267
1339
1398
1446
1486
1519
739
882
997
1087
1158
1215
1260
1296
1325
1349
759
921
1060
1178
1277
1360
1429
1487
1536
1577
740
894
1025
1134
1223
1297
1358
1408
1450
1485
701
840
953
1043
1115
1172
1218
1255
1285
1310
723
881
1019
1136
1237
1322
1393
1454
1505
1549
704
854
983
1092
1182
1257
1320
1372
1415
1452
665
801
912
1002
1074
1132
1178
1216
1247
1272
691
844
980
1097
1198
1285
1358
1421
1475
1520
670
817
944
1052
1143
1219
1283
1336
1381
1420
633
765
874
963
1035
1093
1140
1178
1209
1235
660
810
943
1060
1161
1249
1324
1389
1444
1492
640
783
908
1014
1105
1182
1247
1302
1348
1388
603
732
839
926
997
1055
1103
1141
1173
1200
633
778
909
1024
1126
1214
1291
1357
1414
1464
612
751
873
979
1070
1147
1213
1268
1316
1356
576
701
805
891
962
1020
1067
1106
1138
1165
607
748
876
991
1092
1181
1258
1326
1385
1436
586
722
841
946
1036
1113
1179
1236
1284
1326
550
672
774
859
928
986
1033
1072
1104
1131
583
721
846
959
1060
1149
1227
1296
1356
1409
562
694
811
914
1004
1081
1148
1205
1254
1296
527
645
744
828
896
953
1000
1039
1071
1098
561
695
818
929
1029
1118
1197
1266
1328
1382
540
668
783
884
973
1050
1117
1175
1224
1267
505
620
717
798
866
922
968
1007
1039
1066
See page 18 for footnotes
138

VP1
VULCRAFT
www.vulcraft.com
3.0PLN18



#12 Screws @ Supports ≥ 0.109"
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
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
692
815
908
978
1031
1071
1103
1127
1147
1162
631
728
796
845
880
905
925
940
951
960
549
614
656
684
703
716
726
733
739
743
430
462
480
491
498
503
507
509
511
512
256
263
267
269
270
271
271
272
272
272
653
772
863
932
984
1024
1056
1080
1100
1116
591
683
747
793
826
850
868
882
893
902
502
560
596
620
636
647
655
662
666
670
367
389
401
409
414
417
419
421
422
423
161
162
163
164
164
164
165
165
165
165
618
733
821
889
940
980
1010
1035
1054
1070
554
640
700
743
774
796
813
826
836
844
457
507
537
556
570
579
585
590
594
597
299
313
320
325
327
329
330
331
332
332
586
697
782
848
898
936
966
990
1009
1025
519
599
655
695
723
743
759
770
780
787
412
453
477
493
503
510
515
519
521
524
226
233
236
238
239
240
240
241
241
241
556
663
745
808
857
895
924
947
966
981
486
560
611
647
673
691
705
715
723
730
366
398
416
428
435
440
444
446
449
450
145
147
148
148
149
149
149
149
149
149
528
631
710
771
818
854
883
905
923
937
454
522
568
600
623
639
651
661
668
673
317
340
353
361
366
369
372
374
375
376
502
601
677
735
780
815
842
864
881
895
424
485
526
554
574
588
598
606
612
617
265
280
288
292
295
297
299
300
300
301
478
572
645
701
744
777
803
824
840
853
394
448
484
507
524
536
544
551
556
560
208
215
219
221
223
224
224
225
225
225
456
546
615
668
709
740
765
784
799
812
364
411
441
461
474
484
491
496
500
503
143
146
147
148
148
149
149
149
149
149
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
520
586
636
674
704
727
745
760
771
496
558
605
641
668
690
707
720
731
472
530
575
608
633
653
669
681
691
449
504
545
575
599
617
631
642
651
427
477
515
543
564
580
593
603
611
405
451
485
511
530
544
555
564
571
373
397
413
423
431
436
440
443
445
333
352
364
371
377
381
384
386
387
291
304
313
318
322
324
326
328
329
246
254
260
263
265
267
268
269
270
197
202
204
206
207
208
209
209
210
144
146
147
148
148
148
149
149
149
#12 SCREWS
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
See page 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

139
3.0PLN with Welds
3.0PLN22



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
360
445
523
593
660
723
782
838
889
938
339
419
495
563
627
689
746
801
852
900
320
396
470
535
597
657
713
766
817
864
303
375
446
510
570
627
682
735
784
831
288
356
424
487
545
600
654
705
753
800
274
339
404
465
521
575
627
677
725
770
262
324
386
446
500
552
603
652
698
743
250
310
369
428
480
531
580
628
673
717
240
297
353
410
462
511
559
605
650
692
285
339
394
445
493
539
584
628
670
274
326
379
429
475
520
564
607
648
264
314
365
414
459
503
546
587
628
254
303
352
400
444
487
528
569
608
245
292
339
386
430
471
512
552
590
237
283
328
374
416
457
497
535
573
9'-0"
20
21
22
23
24
24
25
25
26
26
9'-6"
20
22
23
23
24
25
25
26
26
27
10'-0"
21
22
23
24
25
25
26
26
27
27
10'-6"
20
22
23
24
25
26
26
27
27
28
11'-0"
20
22
23
24
25
26
26
27
28
28
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
22
23
24
25
26
27
28
29
29
22
23
24
25
26
27
28
29
29
21
23
24
25
26
27
28
29
30
21
23
24
25
26
27
28
29
30
21
23
24
25
26
27
28
29
30
21
22
24
25
26
27
28
29
30
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
364
433
503
568
629
688
746
801
855
350
416
483
548
607
664
720
775
827
337
401
465
529
586
642
697
750
801
325
387
449
511
567
621
675
726
777
313
373
433
493
549
602
654
704
754
303
361
419
477
532
583
634
683
732
352
421
487
548
607
664
718
771
820
337
404
469
528
585
640
693
744
793
324
389
451
509
564
618
670
719
767
312
374
435
491
545
597
647
696
743
300
360
420
474
526
577
626
674
719
290
348
406
458
509
559
607
653
698
341
408
469
528
584
638
688
737
782
326
391
451
507
562
613
663
709
754
313
376
433
488
540
591
638
684
727
300
361
416
469
520
569
616
660
701
289
347
401
452
501
549
594
637
677
277
334
386
436
484
529
573
615
654
See page 18 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"
20
21
22
22
23
23
24
24
25
25
8'-6"
20
21
22
23
23
24
24
25
25
26
11'-6"
20
22
23
24
25
26
27
27
28
29
12'-0"
20
22
23
24
25
26
27
28
28
29
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
30 psf
WELDS
20 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"
459
568
667
757
843
923
999
1070
1136
1197
459
568
667
757
843
923
999
1070
1136
1197
442
548
639
726
806
881
951
1015
1073
1127
432
535
632
718
801
879
953
1022
1088
1149
432
535
632
718
801
879
953
1022
1088
1149
414
516
604
686
764
837
904
967
1025
1079
408
505
600
683
762
838
910
978
1043
1103
408
505
600
683
762
838
910
978
1043
1103
390
486
571
650
725
796
862
923
980
1033
387
478
570
651
727
801
871
938
1001
1061
387
478
570
651
727
801
871
938
1001
1061
368
459
541
618
690
758
822
882
938
990
367
454
541
621
695
766
835
900
962
1021
367
454
541
621
695
766
835
900
962
1021
348
435
514
588
658
724
786
844
899
950
350
433
516
594
666
735
801
865
925
983
339
422
504
577
646
713
777
837
894
948
330
412
490
560
628
692
752
809
862
912
334
413
492
569
638
705
770
832
891
948
323
402
481
552
619
684
745
804
860
913
313
392
467
535
600
662
720
776
828
877
320
395
471
546
613
678
741
801
859
915
308
384
459
529
594
656
716
774
828
880
298
374
446
511
574
634
691
745
796
843
306
379
451
524
590
653
713
772
829
884
295
367
440
507
570
631
689
745
799
850
284
357
426
490
550
608
664
716
765
812
See page 18 for footnotes
140

VP1
VULCRAFT
www.vulcraft.com
3.0PLN22



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
40 psf
50 psf
60 psf
70 psf
80 psf
90 psf
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"
432
533
622
705
783
854
919
978
1032
1081
420
514
600
679
751
816
875
928
976
1018
400
489
569
642
706
763
813
857
896
930
372
453
524
585
637
681
718
750
777
799
326
389
439
477
507
531
550
564
576
586
124
128
130
131
131
132
132
132
132
133
404
501
586
666
740
809
872
930
983
1031
391
481
562
638
706
769
826
877
923
964
370
454
529
597
657
710
757
798
834
865
338
412
475
528
573
610
641
667
689
708
268
311
341
362
378
389
398
404
410
414
379
471
553
629
701
767
828
885
936
983
366
450
528
600
665
725
779
828
872
911
343
421
491
554
610
659
702
739
771
800
304
369
423
466
502
531
555
574
590
603
122
126
129
130
131
131
132
132
132
132
356
445
523
596
665
729
788
842
893
939
343
423
496
565
627
684
735
782
824
861
317
390
455
513
564
608
646
679
707
732
336
420
495
565
631
693
750
803
852
897
322
397
467
532
591
645
694
737
777
812
292
360
419
471
516
554
587
615
639
660
318
398
470
537
600
660
715
766
813
856
302
373
440
501
557
607
653
694
731
764
268
329
381
426
464
495
522
544
562
578
301
378
446
511
572
629
682
731
776
818
283
351
414
471
524
571
613
651
685
715
285
359
424
486
545
600
651
698
742
782
265
329
389
442
491
535
573
608
638
665
271
341
404
463
520
572
621
666
708
747
324
385
442
496
546
593
636
676
713
309
367
421
473
521
566
607
645
680
13'-6"
14'-0"
14'-6"
15'-0"
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

141
3.0PLN20



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
518
635
737
834
926
1011
1090
1164
1232
1294
487
601
699
792
881
964
1042
1115
1182
1245
460
568
664
754
840
921
997
1069
1136
1198
436
538
632
719
802
881
956
1026
1092
1154
414
511
603
687
767
844
917
986
1051
1113
394
487
577
658
735
810
881
949
1013
1074
376
465
552
630
706
778
848
914
977
1037
360
444
529
605
678
749
816
881
943
1002
345
426
507
582
653
721
787
850
911
969
409
486
560
629
695
760
822
881
938
393
468
540
607
671
734
795
853
909
379
450
521
586
649
710
769
826
881
365
434
504
567
628
687
745
801
855
352
419
486
548
608
666
722
777
830
341
405
470
531
589
646
701
755
806
See page 18 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"
29
30
32
33
34
35
36
36
37
37
29
31
32
33
34
35
36
37
38
38
29
31
32
34
35
36
37
38
39
39
29
31
33
34
35
36
38
38
39
40
29
31
33
34
36
37
38
39
40
41
28
31
33
34
36
37
38
39
40
41
28
31
33
34
36
37
39
40
41
42
28
30
32
34
36
37
39
40
41
42
28
30
32
34
36
37
39
40
41
42
30
32
34
36
37
39
40
41
42
30
32
34
36
37
39
40
41
43
29
32
34
36
37
39
40
42
43
29
31
34
35
37
39
40
42
43
29
31
33
35
37
39
40
42
43
28
31
33
35
37
39
40
41
43
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
522
621
715
803
888
970
1049
1125
1198
502
597
690
775
857
937
1014
1089
1160
483
575
666
748
828
906
982
1055
1125
466
554
643
723
801
877
951
1022
1091
450
535
621
700
776
850
922
992
1060
435
518
600
678
752
825
895
963
1029
509
607
696
781
864
943
1018
1091
1159
488
584
670
753
833
910
984
1055
1122
470
561
646
726
804
879
951
1021
1087
452
541
623
701
777
850
921
989
1054
436
521
602
678
752
823
892
958
1022
420
503
582
656
728
797
865
930
992
497
591
677
760
840
916
988
1056
1120
477
567
651
732
809
883
953
1019
1082
457
545
627
705
780
852
920
985
1046
440
525
604
680
753
822
889
952
1013
423
506
582
656
727
795
860
922
980
407
488
562
634
702
769
832
892
950
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
30 psf
WELDS
20 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"
661
810
941
1065
1182
1290
1392
1485
1572
1652
661
810
941
1065
1182
1290
1392
1485
1572
1652
661
810
941
1065
1182
1290
1392
1485
1572
1652
622
767
892
1012
1124
1231
1330
1423
1509
1589
622
767
892
1012
1124
1231
1330
1423
1509
1589
602
739
861
976
1084
1184
1276
1362
1440
1512
587
725
848
963
1072
1175
1273
1364
1450
1530
587
725
848
963
1072
1175
1273
1364
1450
1530
567
699
816
927
1031
1129
1219
1303
1381
1453
556
687
807
918
1024
1125
1220
1310
1394
1474
556
687
807
918
1024
1125
1220
1310
1394
1474
535
663
775
882
983
1078
1166
1249
1325
1396
529
652
770
877
980
1077
1171
1259
1342
1421
529
652
770
877
980
1077
1171
1259
1342
1421
507
630
738
841
939
1031
1117
1198
1273
1343
503
621
736
839
939
1034
1125
1211
1293
1371
503
621
736
839
939
1034
1125
1211
1293
1371
481
599
703
803
897
987
1071
1150
1224
1293
481
593
705
805
901
993
1082
1167
1247
1324
481
593
705
805
901
993
1082
1167
1247
1324
458
570
672
768
859
946
1028
1106
1178
1246
460
567
675
773
866
956
1042
1125
1204
1279
460
567
675
773
866
956
1042
1125
1204
1279
436
544
643
735
824
908
988
1064
1135
1202
441
544
647
743
833
921
1005
1086
1163
1237
441
544
647
743
833
921
1005
1086
1163
1237
416
520
616
705
791
873
951
1024
1094
1159
See page 18 for footnotes
142

VP1
VULCRAFT
www.vulcraft.com
3.0PLN20



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
40 psf
50 psf
60 psf
70 psf
80 psf
90 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
631
767
892
1009
1116
1215
1305
1386
1461
1528
616
748
870
982
1084
1178
1262
1338
1406
1467
596
724
841
948
1044
1130
1206
1274
1335
1388
571
694
804
903
990
1066
1132
1190
1241
1285
539
654
754
840
914
977
1030
1075
1113
1146
495
595
677
744
797
841
876
905
929
948
591
722
842
954
1058
1154
1243
1323
1397
1463
577
702
819
927
1026
1116
1198
1272
1339
1399
556
677
789
891
983
1065
1139
1205
1263
1315
529
645
749
842
924
995
1058
1112
1159
1200
494
600
691
769
835
891
937
976
1009
1037
438
523
589
641
681
713
738
758
774
787
555
682
797
905
1006
1099
1185
1264
1336
1402
541
661
773
876
972
1059
1139
1211
1276
1335
520
635
741
838
926
1005
1076
1139
1195
1244
491
600
698
784
860
927
985
1035
1078
1115
450
546
628
696
753
800
838
870
897
920
370
431
475
506
529
547
560
570
578
584
523
645
756
860
957
1047
1131
1209
1280
1345
509
624
731
830
922
1006
1083
1154
1217
1275
486
596
697
790
873
948
1016
1075
1129
1176
455
557
648
729
799
859
911
956
995
1029
406
491
560
616
661
697
727
750
770
786
237
256
266
273
277
280
282
283
285
285
494
612
718
818
912
1000
1081
1157
1226
1291
479
590
692
787
876
957
1031
1099
1161
1217
456
560
656
744
823
894
958
1014
1064
1109
421
516
600
673
736
790
836
875
909
938
356
424
476
516
546
570
588
602
614
623
468
581
683
779
870
955
1035
1108
1176
1239
453
558
656
747
832
911
982
1048
1107
1161
427
526
617
700
775
842
901
954
1001
1042
388
475
551
616
671
717
755
788
815
839
281
320
345
362
374
383
389
394
397
400
444
553
651
744
832
914
991
1063
1129
1191
428
529
623
710
792
867
936
999
1056
1108
401
495
581
659
729
791
846
895
938
975
354
432
498
552
597
633
663
688
708
725
422
527
621
711
796
875
950
1020
1084
1144
405
502
592
676
754
826
892
952
1007
1057
376
464
545
618
682
740
790
834
872
906
402
503
594
680
762
839
911
979
1042
1101
384
476
562
643
718
786
849
907
959
1007
351
435
510
577
635
687
731
770
804
833
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
480
568
651
730
805
875
941
1002
1059
460
544
624
701
773
841
905
964
1019
440
521
599
673
743
808
870
927
981
421
500
575
647
714
778
837
893
944
404
480
553
622
687
748
805
859
909
388
461
531
598
661
720
775
827
875
452
535
612
683
749
809
863
913
957
430
509
582
650
712
769
820
867
909
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

143
3.0PLN19



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
667
810
939
1061
1175
1281
1378
1468
1551
1627
628
767
891
1009
1119
1223
1319
1408
1491
1567
593
728
847
960
1068
1169
1264
1352
1434
1511
562
692
807
916
1021
1119
1212
1299
1381
1457
534
658
770
876
977
1073
1164
1250
1331
1406
508
627
737
839
937
1030
1119
1204
1283
1358
485
598
706
805
900
991
1078
1160
1239
1313
464
572
677
773
865
954
1039
1120
1197
1270
445
548
651
743
833
919
1002
1081
1157
1229
526
626
716
803
887
968
1045
1120
1191
506
602
690
775
856
935
1011
1084
1154
487
580
667
749
828
905
979
1051
1120
470
559
644
724
801
877
949
1019
1087
454
540
623
701
776
850
921
990
1056
439
522
604
679
753
824
894
961
1026
See page 18 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"
38
41
43
45
47
48
49
50
51
52
38
41
44
46
48
49
50
51
52
53
38
41
44
46
48
50
51
52
53
54
38
41
44
46
48
50
52
53
54
55
38
41
44
47
49
51
52
54
55
56
37
41
44
47
49
51
53
54
55
57
37
41
44
47
49
51
53
54
56
57
37
40
44
46
49
51
53
55
56
58
36
40
43
46
49
51
53
55
56
58
40
43
46
49
51
53
55
57
58
39
43
46
48
51
53
55
57
58
39
42
45
48
51
53
55
57
58
38
42
45
48
50
53
55
57
58
38
41
45
48
50
52
55
57
58
37
41
44
47
50
52
54
56
58
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
672
799
914
1025
1132
1235
1334
1429
1520
646
768
881
989
1093
1194
1291
1384
1474
622
740
851
956
1057
1155
1250
1342
1429
600
714
822
924
1023
1119
1212
1301
1388
579
689
796
895
991
1085
1175
1263
1348
560
666
771
867
961
1052
1141
1227
1310
646
764
875
981
1083
1180
1271
1358
1440
620
735
842
945
1044
1138
1228
1313
1394
596
707
811
911
1008
1100
1187
1271
1350
573
681
782
880
973
1063
1149
1230
1308
551
657
755
850
941
1029
1112
1192
1268
532
634
730
822
911
996
1078
1156
1230
629
742
850
953
1050
1142
1228
1308
1383
603
712
816
916
1010
1100
1183
1262
1336
579
684
785
882
973
1060
1142
1218
1290
556
658
756
849
938
1022
1102
1177
1247
534
633
728
819
905
987
1064
1137
1205
514
610
702
790
874
953
1028
1099
1166
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
40 psf
WELDS
30 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"
851
1034
1199
1355
1500
1635
1759
1874
1980
2077
851
1034
1199
1355
1500
1635
1759
1874
1980
2077
820
990
1149
1296
1432
1557
1670
1773
1865
1949
801
979
1137
1287
1429
1561
1684
1798
1903
2001
801
979
1137
1287
1429
1561
1684
1798
1903
2001
769
933
1086
1229
1361
1482
1594
1695
1788
1872
757
929
1081
1226
1363
1492
1613
1726
1831
1929
757
929
1081
1226
1363
1492
1613
1726
1831
1929
724
883
1029
1167
1295
1414
1523
1623
1715
1798
717
884
1030
1170
1303
1429
1547
1659
1763
1860
717
884
1030
1170
1303
1429
1547
1659
1763
1860
683
837
977
1110
1234
1350
1457
1555
1646
1729
681
840
983
1118
1247
1370
1486
1596
1699
1795
659
812
950
1081
1205
1321
1431
1532
1627
1715
646
794
930
1058
1178
1291
1395
1492
1581
1663
649
800
940
1071
1196
1316
1429
1537
1638
1734
626
774
907
1033
1153
1267
1374
1473
1567
1654
612
756
886
1010
1127
1236
1338
1432
1520
1601
619
764
901
1027
1148
1265
1376
1481
1581
1676
595
739
867
989
1106
1216
1320
1418
1510
1596
582
720
846
965
1078
1185
1284
1376
1463
1542
592
730
864
987
1104
1217
1326
1429
1528
1621
568
706
830
948
1061
1169
1270
1366
1456
1541
554
688
809
924
1034
1137
1233
1324
1408
1486
568
700
831
949
1063
1173
1279
1380
1477
1569
543
675
796
910
1020
1124
1224
1317
1406
1489
528
657
774
886
992
1092
1186
1274
1357
1434
See page 18 for footnotes
144

VP1
VULCRAFT
www.vulcraft.com
3.0PLN19



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
50 psf
60 psf
70 psf
80 psf
90 psf
100 psf
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"
802
970
1126
1270
1401
1520
1628
1725
1812
1890
782
947
1099
1237
1362
1475
1576
1665
1745
1816
759
919
1065
1197
1314
1419
1511
1591
1663
1725
731
885
1024
1146
1253
1347
1427
1498
1558
1611
697
843
970
1079
1172
1251
1318
1375
1423
1464
652
784
894
984
1058
1118
1168
1208
1242
1270
753
913
1063
1202
1329
1445
1551
1646
1732
1810
733
889
1035
1168
1289
1398
1496
1584
1663
1733
708
860
1000
1126
1238
1338
1427
1505
1574
1635
678
824
955
1070
1171
1259
1335
1401
1458
1507
640
776
893
993
1077
1148
1208
1259
1301
1337
587
703
797
873
933
982
1021
1052
1078
1099
709
862
1006
1139
1262
1375
1479
1573
1658
1735
688
837
976
1104
1221
1327
1422
1508
1584
1653
662
807
939
1059
1167
1262
1347
1422
1488
1547
629
767
890
998
1092
1174
1245
1306
1358
1404
587
711
817
906
981
1043
1094
1137
1173
1203
517
613
688
744
788
821
847
868
885
898
668
815
953
1082
1201
1311
1412
1503
1587
1663
647
790
923
1045
1158
1260
1352
1435
1510
1577
619
757
883
997
1100
1191
1271
1342
1405
1461
584
713
828
928
1015
1090
1155
1210
1257
1298
534
646
738
815
877
928
969
1003
1031
1054
428
492
537
568
591
607
619
628
636
641
631
773
905
1029
1144
1251
1349
1438
1520
1595
609
746
873
991
1099
1197
1286
1366
1439
1503
580
711
831
939
1036
1122
1198
1265
1324
1376
541
662
768
859
938
1005
1062
1111
1152
1188
478
574
650
709
756
793
823
846
865
881
220
230
235
238
240
241
242
243
243
244
597
733
861
980
1091
1195
1290
1377
1457
1530
575
705
827
940
1044
1138
1224
1301
1370
1433
544
668
781
883
974
1055
1126
1188
1243
1291
500
611
707
789
858
916
964
1005
1039
1068
410
481
532
570
597
618
634
646
655
663
566
697
820
935
1042
1142
1234
1319
1397
1469
543
668
785
893
992
1082
1164
1238
1304
1364
509
627
734
829
914
989
1054
1112
1162
1205
458
558
642
712
769
816
854
886
912
934
279
304
319
328
333
338
340
343
344
345
537
664
781
892
996
1093
1182
1265
1340
1410
513
633
744
848
942
1029
1107
1177
1240
1297
477
588
688
776
854
922
981
1033
1077
1116
412
497
565
619
661
695
722
743
760
774
511
633
746
853
953
1046
1133
1213
1286
1354
485
600
707
805
895
977
1051
1118
1178
1231
445
549
641
722
793
853
905
949
988
1020
604
713
816
912
1002
1086
1163
1234
1300
459
569
671
764
850
927
997
1060
1115
1165
414
510
593
665
726
777
821
857
888
915
577
682
781
874
961
1042
1116
1185
1248
434
539
636
725
805
878
943
1001
1053
1099
551
652
748
838
921
999
1071
1137
1197
411
510
602
686
761
829
888
942
989
1030
527
625
717
803
883
958
1027
1090
1148
504
598
687
770
847
918
984
1044
1100
483
573
658
738
812
880
942
1000
1052
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

145
3.0PLN18



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
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"
788
954
1107
1250
1383
1505
1617
1719
1813
1898
742
904
1051
1189
1319
1439
1550
1652
1746
1831
701
858
1000
1134
1259
1377
1487
1588
1682
1768
664
816
953
1082
1205
1320
1428
1528
1622
1708
631
779
910
1035
1154
1267
1373
1472
1565
1651
601
744
871
992
1108
1217
1321
1419
1511
1597
573
710
834
952
1064
1171
1273
1369
1460
1545
548
679
801
915
1024
1128
1228
1322
1412
1496
525
651
770
880
986
1088
1185
1278
1366
1450
625
741
848
951
1050
1146
1236
1323
1406
601
715
818
918
1015
1108
1197
1282
1364
578
689
790
888
982
1073
1160
1244
1324
558
665
764
859
951
1039
1125
1207
1286
538
642
739
832
921
1008
1092
1172
1250
520
621
716
806
893
978
1060
1140
1216
See page 18 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"
49
53
56
59
61
63
65
66
67
68
49
53
57
59
62
64
66
67
69
70
49
53
57
60
62
65
67
68
70
71
48
53
57
60
63
65
67
69
71
72
48
53
57
60
63
66
68
70
72
73
47
52
57
60
63
66
68
70
72
74
47
52
56
60
63
66
69
71
73
74
46
51
56
60
63
66
69
71
73
75
46
51
56
60
63
66
69
71
73
75
50
55
59
63
66
69
71
73
75
50
55
59
62
66
69
71
73
76
49
54
58
62
65
68
71
73
76
49
53
58
62
65
68
71
73
76
48
53
57
61
65
68
71
73
76
47
52
57
61
64
67
70
73
75
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
797
946
1083
1214
1341
1462
1578
1689
1794
767
912
1044
1172
1296
1414
1528
1637
1741
738
880
1009
1133
1253
1369
1481
1588
1690
712
849
975
1096
1214
1327
1436
1541
1642
687
820
944
1062
1176
1287
1394
1497
1596
664
792
914
1029
1141
1249
1354
1455
1552
773
912
1045
1172
1292
1407
1515
1617
1713
742
878
1006
1129
1247
1359
1465
1566
1660
713
845
970
1090
1205
1314
1418
1517
1610
686
815
936
1053
1165
1272
1373
1470
1561
661
787
905
1018
1127
1231
1331
1426
1516
638
760
875
985
1091
1193
1291
1384
1472
756
892
1021
1144
1261
1370
1473
1569
1659
725
857
982
1102
1215
1322
1423
1517
1605
697
824
946
1062
1172
1277
1375
1467
1553
670
793
912
1024
1132
1234
1330
1420
1504
645
765
879
989
1094
1193
1286
1375
1458
622
738
849
956
1057
1154
1246
1332
1413
See page 18 for footnotes
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf)
40 psf
WELDS
30 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"
1006
1218
1413
1596
1765
1921
2064
2195
2314
2423
1006
1218
1413
1596
1765
1921
2064
2195
2314
2423
1006
1218
1413
1596
1765
1921
2064
2195
2314
2423
947
1153
1341
1518
1683
1837
1978
2109
2228
2338
947
1153
1341
1518
1683
1837
1978
2109
2228
2338
916
1110
1292
1460
1616
1758
1888
2005
2112
2208
894
1095
1276
1447
1608
1758
1898
2027
2147
2257
894
1095
1276
1447
1608
1758
1898
2027
2147
2257
863
1051
1226
1389
1540
1679
1807
1924
2030
2126
847
1042
1216
1382
1538
1685
1823
1951
2070
2181
847
1042
1216
1382
1538
1685
1823
1951
2070
2181
815
997
1165
1323
1470
1606
1732
1847
1953
2049
805
994
1162
1322
1474
1617
1752
1879
1997
2108
805
994
1162
1322
1474
1617
1752
1879
1997
2108
772
948
1110
1263
1406
1539
1662
1775
1879
1975
767
949
1111
1266
1414
1554
1687
1812
1929
2038
767
949
1111
1266
1414
1554
1687
1812
1929
2038
733
903
1059
1207
1346
1475
1596
1707
1810
1905
732
906
1065
1215
1359
1495
1625
1748
1864
1972
710
879
1032
1178
1316
1447
1569
1684
1791
1891
697
862
1013
1155
1290
1416
1534
1644
1745
1839
700
867
1022
1168
1307
1440
1567
1688
1802
1910
677
842
989
1130
1265
1392
1512
1625
1730
1829
664
824
969
1107
1238
1361
1476
1583
1683
1776
671
831
983
1124
1259
1389
1513
1632
1744
1851
647
807
949
1086
1216
1340
1458
1568
1672
1770
634
789
929
1063
1190
1309
1422
1527
1625
1716
See page 18 for footnotes
146

VP1
VULCRAFT
www.vulcraft.com
3.0PLN18



3/4" Arc Spot Welds with 3/8" x 1" Arc Seam Welds
Sidelaps Fastened with the PunchLok II Tool
24/4 Attachment Pattern
= 3/4" Arc Spot Weld
= 3/8" x 1" Arc Seam Weld
Allowable Diaphragm Shear Strength due to Wind Loads, q (plf) Continued
50 psf
60 psf
70 psf
80 psf
80 psf
100 psf
Span Length (ft-in.)
8'-0"
8'-6"
9'-0"
9'-6"
10'-0"
10'-6"
11'-0"
11'-6"
12'-0"
956
1156
1342
1512
1667
1807
1933
2045
2146
2236
937
1135
1316
1481
1630
1764
1883
1989
2083
2166
915
1109
1286
1444
1586
1712
1823
1920
2006
2082
890
1079
1249
1399
1532
1648
1749
1837
1914
1980
861
1043
1203
1343
1464
1568
1658
1734
1800
1856
826
998
1146
1271
1378
1467
1542
1605
1658
1702
899
1091
1269
1434
1585
1722
1846
1958
2058
2148
880
1068
1243
1402
1547
1677
1794
1899
1992
2075
857
1042
1211
1364
1501
1623
1731
1827
1911
1986
831
1010
1172
1316
1443
1555
1652
1737
1811
1875
800
971
1123
1255
1369
1467
1551
1623
1684
1737
761
920
1057
1172
1269
1349
1417
1473
1520
1559
848
1031
1203
1362
1509
1643
1765
1875
1975
2065
828
1008
1176
1330
1470
1597
1711
1814
1906
1988
805
981
1143
1289
1422
1540
1645
1738
1820
1893
777
947
1101
1238
1359
1466
1559
1640
1711
1773
743
904
1047
1170
1276
1368
1445
1512
1568
1617
699
845
969
1073
1158
1229
1287
1335
1375
1408
802
977
1142
1296
1438
1569
1688
1797
1896
1985
781
954
1114
1263
1398
1522
1634
1734
1825
1906
756
925
1080
1220
1348
1461
1563
1653
1733
1804
727
889
1035
1165
1280
1381
1469
1546
1613
1672
690
841
974
1088
1186
1269
1340
1400
1451
1494
638
770
879
968
1041
1099
1146
1185
1217
1243
758
928
1087
1235
1373
1500
1617
1724
1821
1910
738
903
1058
1201
1332
1452
1560
1658
1747
1826
712
873
1021
1156
1278
1388
1485
1572
1649
1717
681
834
973
1096
1204
1299
1382
1454
1517
1571
640
780
902
1007
1095
1169
1231
1283
1328
1365
575
689
780
851
907
950
985
1013
1035
1054
718
882
1035
1179
1313
1436
1550
1655
1751
1838
699
857
1005
1143
1270
1386
1491
1587
1673
1751
672
825
967
1096
1213
1317
1411
1494
1568
1633
638
783
914
1029
1131
1219
1296
1362
1420
1469
591
720
830
922
999
1062
1115
1159
1195
1226
501
589
654
702
737
764
784
800
812
822
682
841
988
1127
1256
1377
1488
1590
1684
1770
662
814
957
1090
1212
1324
1426
1518
1602
1678
634
781
916
1039
1150
1250
1339
1418
1488
1551
597
734
857
964
1058
1139
1209
1269
1320
1365
541
657
752
830
893
943
985
1018
1046
1069
380
424
451
469
481
489
495
500
503
506
649
802
944
1078
1204
1320
1429
1529
1620
1705
629
775
912
1039
1157
1265
1364
1453
1534
1608
599
739
868
985
1091
1185
1270
1344
1410
1469
558
687
800
899
984
1056
1118
1171
1216
1255
486
583
659
718
764
799
827
850
867
882
618
766
903
1033
1154
1268
1373
1470
1560
1643
597
738
869
992
1106
1210
1305
1391
1469
1540
566
699
822
933
1033
1122
1201
1271
1332
1387
520
639
742
831
906
968
1021
1066
1103
1135
413
480
528
561
585
603
617
627
635
641
12'-6"
13'-0"
13'-6"
14'-0"
14'-6"
15'-0"
733
865
990
1108
1218
1320
1415
1503
1583
702
829
950
1064
1171
1271
1363
1448
1527
672
796
913
1023
1127
1223
1313
1396
1472
645
764
878
985
1085
1178
1265
1345
1420
619
735
844
948
1045
1135
1219
1297
1369
595
707
813
913
1007
1094
1175
1251
1320
703
830
948
1057
1157
1248
1331
1406
1474
671
792
906
1010
1106
1194
1273
1345
1410
640
757
866
966
1057
1141
1216
1285
1346
611
723
827
923
1010
1089
1161
1225
1283
583
690
790
881
963
1038
1105
1165
1219
662
778
883
977
1060
1133
1197
1254
1303
625
735
833
920
996
1063
1122
1172
1217
589
692
782
862
931
990
1042
1086
1125
589
680
756
818
870
912
947
976
1000
WELDS
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 18 for footnotes
www.vulcraft.com
VULCRAFT
VP1

147
INDEX
1.5PLB™
Diaphragm Tables . . . . . . . . . 24–103
Dimensions . . . . . . . . . . . . . . . . . . 20
Web Crippling. . . . . . . . . . . . . . . . . 22
Wind Uplift Load Tables . . . . . . . . . 23
3.0PLN™
Diaphragm Tables . . . . . . . . 108–147
Dimensions . . . . . . . . . . . . . . . . . 104
Web Crippling. . . . . . . . . . . . . . . . 106
Wind Uplift Load Tables . . . . . . . . 107
A
Allowable Diaphragm Shear Strength
Seismic Loads . . . . . . . . . . . . . . . . 10
Wind Loads . . . . . . . . . . . . . . . . . . 12
Allowable Reactions. . . . . . . . . . . . . . . 7
Due to Web Crippling
1.5PLB™ . . . . . . . . . . . . . . . . . . 22
3.0PLN™ . . . . . . . . . . . . . . . . . 106
Arc Seam Welds . . . . . . . . . . . . . . . . . 4
Arc Spot Welds . . . . . . . . . . . . . . . . . . 4
Attachment
1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20
3.0PLN™ . . . . . . . . . . . . . . . . . . . 104
Hilti Fasteners . . . . . . . . . . . . . . . . . 3
Pneutek Fasteners . . . . . . . . . . . . . . 3
PunchLok II Deck . . . . . . . . . . . . . . . 3
Self-Drilling Self-Tapping Screws . . . 4
Welds. . . . . . . . . . . . . . . . . . . . . . . . 4
B
Bearing . . . . . . . . . . . . . . . . . . . . . . . . 7
Web Crippling. . . . . . . . . . . . . . . . . . 8
Design Formulas
Allowable Reactions . . . . . . . . . . . . 7
Gravity Loads . . . . . . . . . . . . . . . . . 6
Uplift Loads . . . . . . . . . . . . . . . . . . . 9
Diaphragm
1.5PLB™ Tables . . . . . . . . . . 24–103
3.0PLN™ Tables . . . . . . . . . 108–147
Stiffness. . . . . . . . . . . . . . . . . . . . . 10
Strength, Flexibility and Stiffness . . . 9
Dimensions
1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20
3.0PLN™. . . . . . . . . . . . . . . . . . . 104
E
Exposed product appearance . . . . . . . 2
F
Fastener
Hilti . . . . . . . . . . . . . . . . . . . . . . . . . 3
Pneutek . . . . . . . . . . . . . . . . . . . . . . 3
Requirements at Parallel
Connectors. . . . . . . . . . . . . . . 12
Self-Drilling Self-Tapping Screws . . . 4
Support Fastener Strength Tables . . 5
Welds . . . . . . . . . . . . . . . . . . . . . . . 4
Finishes. . . . . . . . . . . . . . . . . . . . . . . . 2
G
Galvanized . . . . . . . . . . . . . . . . . . . . . 2
Gravity Load Tables
1.5PLB™ . . . . . . . . . . . . . . . . . . . . 21
3.0PLN™. . . . . . . . . . . . . . . . . . . 105
Gravity Loads . . . . . . . . . . . . . . . . . . . 6
H
C
Hilti Fasteners . . . . . . . . . . . . . . . . . . . 3
Coated primer . . . . . . . . . . . . . . . . . . . 2
M
D
Material . . . . . . . . . . . . . . . . . . . . . . . . 2
Deflection Limits . . . . . . . . . . . . . . . . . 6
Design Criteria . . . . . . . . . . . . . . . . . . 13
Design Example. . . . . . . . . . . . . . . . . 13
P
Parallel Connectors . . . . . . . . . . . . . . 12
Pneutek Fasteners . . . . . . . . . . . . . . . 3
Primer coated . . . . . . . . . . . . . . . . . . . . 2
Properties
1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20
3.0PLN™ . . . . . . . . . . . . . . . . . . . 104
PunchLok Deck
Attachment . . . . . . . . . . . . . . . . . . . . 3
Gravity Loads . . . . . . . . . . . . . . . . . . 6
Uplift Loads . . . . . . . . . . . . . . . . . . . . 9
S
Screws . . . . . . . . . . . . . . . . . . . . . . . . . 4
Seismic Loads . . . . . . . . . . . . . . . . . . 10
Self-Drilling Self-Tapping Screws . . . . . 4
Shear Strength . . . . . . . . . . . . . . . . . . . 5
Specification Section 05 31 23 Steel Roof Decking. . . . . . . . 12
Stiffness . . . . . . . . . . . . . . . . . . . . . . . 10
Support Fastener Strength Tables. . . . . 5
T
Tension Strength. . . . . . . . . . . . . . . . . . 5
U
Uplift Loads. . . . . . . . . . . . . . . . . . . . . . 9
W
Web Crippling
Allowable Reactions . . . . . . . . . . . . . 7
1.5PLB™. . . . . . . . . . . . . . . . . . . 22
3.0PLN™. . . . . . . . . . . . . . . . . . 106
Flange Loading . . . . . . . . . . . . . . . . . 8
Web Shear Capacity. . . . . . . . . . . . . . . 7
Weights
1.5PLB™ . . . . . . . . . . . . . . . . . . . . 20
3.0PLN™ . . . . . . . . . . . . . . . . . . . 104
Welds . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Wind Loads . . . . . . . . . . . . . . . . . . . . 12
Wind Uplift Load Tables
1.5PLB™ . . . . . . . . . . . . . . . . . . . . 23
3.0PLN™ . . . . . . . . . . . . . . . . . . . 107
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.
148

VP1
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 SYSTEM
CARRIES THE LOAD
In 2001 prior to the release of the original PunchLok system, engineers conducted a test to demonstrate the
capabilities of the Sidelap Connection made by the PunchLok tool to resist the vertical loads during typical
construction processes including: heavy foot traffic, staging of construction materials, and pouring of concrete.
Three 10' long panels of 20 gage PLB roof deck were secured to a structural frame with arc spot welds using
a 36/4 attachment pattern. Sidelaps were secured with the PunchLok tool using four connections per span. Load
equivalent to 138 psf was applied to the center panel by adding water to steel drums stacked three rows high.
The two outside deck panels were not loaded. As shown in the photograph, the load from the center panel was
transferred to the adjacent unloaded sheet entirely through the four sidelap connections between the panels.
Buckling at the top flange of the adjacent
unloaded deck panel demonstrates the
vertical load transfer capabilities of the VSC
Female
Sidelap
Male
Sidelap
While under load and after the test, there were no signs of disengagement or slippage of any type on the
connections made with the original PunchLok tool. The top flange of the adjacent “unloaded” panel was buckled
due to the load transferred entirely thru the Sidelap Connection.
This demonstrates the excellent ability of the PunchLok system to
transfer vertical load across the sidelaps. The new sidelap connection
made by the PunchLok II tool is even stronger than the original!
Expect even better results with the new PunchLok II tool and system.
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