Product Brochure
Quik Guard
®
Coating, Tan
Mini-Bulk
Size
Length
(in.)
Approx. Count
per Pound
1 lb.
Model No.
5 lb.
Model No.
350 ct.
Model No.
Model No. Count
#8 1
¼
194
DSVT114R1LB DSVT114R5LB DSVT114R350 DSVT114MB
1,750
#8 1
159
DSVT158R1LB DSVT158R5LB DSVT158R350 DSVT158MB
1,750
#10 2 113 DSVT2R1LB DSVT2R5LB DSVT2R350 DSVT2MB 1,750
#10 2½ 91 DSV T212R1LB DSV T212R5LB DSVT212R350 DSV T212MB 1,750
#10 3 76 DSVT3R1LB DSVT3R5LB DSVT3R350 DSVT3MB 1,750
#10 3
½
66 DSVT312R1LB DSVT312R5LB DSVT312R350 DSV T312MB 1,000
#10 4 59 DSVT4R1LB DSVT4R5LB DSVT4R350 DSVT4MB 1,000
Quik Guard
Coating, Tan — Collated for Quik Drive
®
Systems
Compatible Systems
Size
Length
(in.)
500 ct.
Model No.
750 ct.
Model No.
1,000 ct.
Model No.
1,500 ct.
Model No.
2,000 ct.
Model No.
PRO
300S
PRO
250
PRO
200S
# 8 1
¼
— HCKDSVT114S — — DSV T114S
# 8 1
— HCKDSVT158S — — DSVT158S
#10 2 — HCKDSVT2S — DSVT2S —
#10 2
½
HCKDSVT212S — DSV T212S — —
#10 3 HCKDSVT3S — DSVT3S — —
Deck
-
Drive
™
DSV WOOD Screw Product Information
1
¼
"– 4"
Allowable Withdrawal and Pull-Through Loads
Size x
Length (in.)
Model No.
Thread
Length
(in.)
Reference Allowable
Withdrawal, W (lb./in.)
Reference Maximum
Withdrawal, W
max
(lb.)
Reference Pull-Through (lb.)
DFL/SP SPF/HF DFL/SP SPF/HF DFL/SP SPF/HF
#10 x 2 DSV2 1
¼
121 94
150 115
174 154
#10 x 2
½
DSV212 1
½
180 140
#10 x 3 DSV3 1
½
180 140
#10 x 3
½
DSV312 2 240 190
#10 x 4 DSV4 2
½
300 235
Connection Geometry
Condition
Minimum Distance
or Spacing
(in.)
Reduction Factor
Edge distance
Perpendicular-to-grain loading
¾
0.91
Parallel-to-grain loading
½
1.00
End distance
Perpendicular-to-grain loading 4 0.91
Parallel-to-grain loading 4 1.00
Spacing between
fasteners in a row
Perpendicular-to-grain loading 2 0.75
Parallel-to-grain loading 2 1.00
Spacing between row
Perpendicular-to-
grain loading
Non-staggered row 1 0.75
Staggered rows 1 1.00
Parallel-to-grain
loading
Non-staggered row 1 0.88
Staggered rows 1 1.00
1. The tabulated Reference Allowable Withdrawal design value, W, is
in pounds per inch of the thread penetration into the side grain of
the main member.
2. The tabulated Reference Maximum Withdrawal design value,
W
max
, is in pounds where the entire end thread length is
embedded into the side grain of the main member.
3. Reference withdrawal design values, W and W
max
, are shown
at C
D
= 1.0. Loads may be increased for load duration per the
building code up to C
D
= 1.6. Tabulated values must be multiplied
by all applicable adjustment factors from the NDS. For in-service
moisture content greater than 19%, use C
M
= 0.70.
4. Embedded thread length is that portion of the end threads in the
main member including the screw tip.
5. Reference Pull-Through values are based on pull-through of a
1½"-thick side member.
6. Engineered wood must have a minimum grade of modulus of
elasticity value of 1.55E and have a minimum equivalent main
member in specific at least 0.50 to use the DFL/SP values or 0.42
to use the SPF/HF values.
1. Edge distances, end distances, and spacing
of the screws must be sufficient to prevent
splitting of the wood, or as required by this
table, or when applicable as recommended by
the structural composite lumber manufacturer,
whichever is the most restrictive.
2. Allowable shear loads shall be multiplied by
the applicable tabulated reduction factors
when used in the corresponding geometry.
3
© 2020 Simpson Strong-Tie Company Inc. F-F-DSV20
Drive up to 35% More Screws per Battery Charge