HomeMy WebLinkAboutevaluation reportICC-ES Evaluation Report ESR-2196
MAR 16 2020 Reissued October2019
This repc rt is subject to renewal October 2020.
www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councils
DIVISION: 05 00 00-METALS
Section: 05 05 23-Metal Fastenings
REPORT HOLDER:
HILTI, INC.
EVALUATION SUBJECT:
HILTI SELF -DRILLING AND SELF -PIERCING SCREWS
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2018, 2015 and 2012Intemational Building Code® (IBC
■ 2018, 2015 and 2012 International Residential Code®
(IRC)
For evaluation for compliance with codes adopted by Los
Angeles Department of Building and Safety (LADBS), see
ESR-2196 LABC and LARC Supplement.
Property evaluated:
Structural
2.0 USES
The Hilti Self -drilling and Self -piercing Screws are used to
connect cold -formed steel members together. The screws
are used in engineered connections of cold -formed steel
and prescriptive connections prescribed by the code for
cold -formed steel framing.
3.0 DESCRIPTION
3.1 General:
The Hilti Self -drilling and Self -piercing Screws are tapping
screws, case-hardened from carbon steel conforming to
ASTM A510, Grades 1018 to 1022. Table 1 provides
screw designations, sizes, head styles, point styles,
drilling/piercing ranges, maximum total thickness of steel
members to be connected and coatings. Screws are
supplied in boxes of individual screws, or in collated plastic
strips. See Figures 1 through 8 for depictions of the screws
described in Sections 3.2 through 3.9, respectively.
3.2 HWH and HHWH Self -drilling Screws:
The #8, #10, #12 and '/4-inch Hex Washer head (HWH)
self -drilling screws and the #10, #12 and'/4-inch High Hex
Washer head (HHWH) self -drilling screws comply with
ASTM C1513 and SAE J78. The 1/4-inch HWH screws
IWESEmluation Reports oretmi to be coasnned as-AYPPigg &ke
man endorsement of the subject of the report or a recommendation for its
to anyfindingor othermaner in this report, or as to any product covered I
Copyright O 2019 ICC Evaluation service, LLC. All rights reserved.
have a larger diameter than #14 screws complying with
ASME B18.6A, and may be used where #14 self -drilling
tapping screws are specified. The screws have an
electroplated zinc coating or l a proprietary coating, as
indicated inTable 1.
3.3 HWH Self -piercing Screws:
The #8 and #10 HWH self -piercing screws comply with
ASTM C1513. The screws have an electroplated zinc
coating or a proprietary coating; as indicated in Table 1.
3.4 PPH Self -drilling Screws:
The #8 and #10 Phillips Pan head (PPH) self -drilling
screws comply with ASTM C1513 and SAE J78. The
screws have an electroplated zinc coating as indicated in
Table 1.
3.5 PPH SD Framer Selfdrilling Screws:
The #7 Phillips Pan head (PPH) SD Framer self -drilling
screws comply with the material and performance
requirements of ASTM C1513. The dimensions of the
screws comply with the manufacturers quality
documentation. The screws have an electroplated zinc
coating or a proprietary phosphated coating, as indicated
in Table 1.
3.6 PTH SO Framer Self -drilling Screws:
The #10 Phillips Truss head (PTH) self -drilling screws
comply with ASTM C1513 except for the number of
threads per inch. The screws have an electroplated zinc
coating as indicated in Table 1.
3.7 PPCH SO Framer Self -drilling Screws:
The #10 Phillips Pancake head (PPCH) SD Framer self -
drilling screws comply with ASTM C1513. The screws have
an electroplated zinc coating as indicated in Table 1.
3.8 TPCH SD FramerSelfdrilling Screws:
The #12 Torx Pancake head (TPCH) SD Framer self -
drilling screws comply with ASTM C1513. The screws have
an electroplated zinc coating as indicated in Table 1.
3.9 PFTH SO Framer Selfdrillfng Screws:
The #10 Phillips Flat Truss head (PFTH) SD Framer self -
drilling screws comply with ASTM C1513. The screws have
an electroplated zinc coating as indicated in Table 1.
3.10 Cold -formed Steel:
Cold -formed steel material must comply with Section A3 of
AISI S100 (Section A2 for the 2015 and 2012 IBC).
�ttl-
s be caru'td M
or implied, as as � �
ur.
Page 1 of 10
ESR-2196 I Most KidelyAccept=d Trusted Page 2 of 10
4.0 DESIGN AND INSTALLATION
4.1 Design:
4.1.1 General: Screw thread length and point style must
be selected on the basis of thickness of the fastened
matedal and thickness of the supporting steel, respectively,
based on the maximum total thickness of the steel
members to be connected (see Figure 9) and
drilling/piercing capacity given in Table 1.
When tested for corrosion resistance in accordance with
ASTM 8117, screws with coatings described in Table 1
met the minimum requirement listed in ASTM F1941, as
required by ASTM C1513, with no white corrosion after
three hours and no red rust after 12 hours.
4.1.2 Prescriptive Design: HIM HWH, HHWH, PPH, PTH
SO Framer, PPCH SD Framer, TPCH SD Framer and
PFTH SD Framer Screws (Sections 3.2, 3.3, 3.4 and 3.6
through 3.9) are recognized for use where ASTM C1513
screws of the same size and type (self -drilling and/or self -
piercing) are prescribed in the IRC and in the AISI
Standards referenced in 2018, 2015 and 2012 IBC Section
2211 .
4.1.3 Engineered Design: The Hilti self -drilling and self -
piercing screws described in Sections 3.2 through 3.9, are
recognized for use in engineered connections of cold.
formed steel light -framed construction.
For the self -drilling screws, design of the connections
must comply with Section J4 of AISI 5100 (Section E4 fo
the 2015 and 2012 IBC), using the nominal and allowable
fastener tension and shear strengths for the screws, shown
in Table 5. Allowable connection strengths for use in
Allowable Strength Design (ASD) for pull-out, pull -over,
and shear (bearing) capacity for common sheet steel
thicknesses are provided in Tables 2, 3 and 4A,
respectively, based upon calculations in accordance with
AISI S100 .
For the self -piercing screws, design of connections must
comply with Section J4 of AISI 5100 (Section E4 fo the
2015 and 2012 IBC), using the nominal and allowable
fastener tension and shear strengths for the screws, shown
in Table 5. Allowable connection strengths for use in
Allowable Strength Design (ASD) for pullover capacity for
common sheet steel thicknesses are provided in Table 3,
based upon calculations in accordance with AISI 5100 .
Allowable connection strengths for use in Allowable
Strength Design (ASD) for pull-out and shear (bearing)
capacity for common sheet steel thicknesses are provided
in Tables 2 and 4B, respectively, based upon results of
testing in accordance with AISI S905.
Instructions on how to calculate connection design
strengths for use in Load and Resistance Factor Design
(LRFD) are found in the footnotes of Tables 2, 3 and 4. For
connections subject to tension, the least of the allowable
pullout, pullover, and tension fastener strength of screws
found in Tables 2, 3, and 5, respectively, must be used for
design. For connections subject to shear, the lesser of the
allowable shear (bearing) and fastener strength found in
Tables 4 and 5, respectively, must be used for design.
Design provisions for tapping screw connections subjected
to combined shear and tension loading are outside the
scope of this report.
For screws used in framing connections, in order for the
screws to be considered fully effective, the minimum
spacing between the fasteners and the minimum edge
distance must be three times the nominal diameter of the
screws, except when the edge is parallel to the direction of
the applied force, the minimum edge distance must be
1.5 times the nominal screw diameter. When the spacing
between screws is 2 times the fastener diameter, the
connection shear strength values in Tables 4A and 4B
must be reduced by 20 percent [Refer to Exception to
Section 131.5.1.3.2 of AISI 5240 (Section D1.5 of AISI
S200 for the 2015 and 2012 IBC)].
For screws used in applications other than framing
connections, the minimum spacing between the fasteners
must be three times the nominal screw diameter and the
minimum edge and end distances must be 1.5 times the
nominal screw diameter.
Connected members must be checked for rupture in
accordance with Section J6 ofIAISI S100 (Section E6 for
the 2015 IBC; Section E5 for the 2012 IBC).
4.2 Installation:
Installation of the Hllti Self -drilling and Self -piercing Screws
must be in accordance with the manufacturers published
installation instructions and this report. The manufacturer's
published installation instructions must be available at the
jobsite at all times during installation.
The screws must be installed perpendicular to the work
surface using a variable speed screw driving tool. The
screw must penetrate through the supporting steel with a
minimum of three'threads protruding past the back side of
the supporting steel.
5.0 CONDITIONS OF USE
The Hilti Self -drilling and Self -piercing Screws described in
this report comply with, or are suitable alternatives to what
is specified in, those codes listed in Section 1.0 of this
report, subject to the following conditions:
5.1 Fasteners must be installed in accordance with the
manufacturer's published installation instructions and
this report.. If there is 'a conflict between the
manufacturer's published installation instructions and
this report, this report governs.
5.2 The allowable loads specified in Section 4.1 are not to
be increased when the fasteners are used to resist
short term loads, such as wind or seismic forces.
5.3 The utilization of the nominal strength values
contained in this evaluation report, for the design of
cold -formed steel diaphragms, is outside the scope of
this report. Diaphragms, constructed using the
Hilt! self -drilling or self -piercing screws must be
recognized in a current ]CC -ES evaluation report
based upon the ICC-ES Acceptance Criteria for Steel
Deck Roof and Floor Systems (AC43).
5.4 Evaluation of screws subjected to cyclic or fatigue
loading is outside the scope of this report. Applicable
Seismic Design Categories shall be determined in
accordance with the code for the entire assembly
constructed with the screws.
5.5 Drawings and calculations verifying compliance with
this report and the applicable code must be submitted
to the code official for approval. The drawings and
calculations are to be prepared by a registered design
professional when required by the statutes of the
jurisdiction in which the project is to be constructed.
5.6 The rust -inhibitive (corrosion -resistant) coating on the
screws must be suitable for the intended use, as
determined by the registered design professional.
5.7 The screws are manufactured under a quality control
program with inspections by ICC-ES.
ESR-2196 I Most
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6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC-ES Acceptance Criteria
for Tapping Screw Fasteners Used in Steel -to -steel
Connections (AC118), dated January 2018.
7.0 IDENTIFICATION
7.1 Hilti Self -drilling and Self -piercing Screws are marked
with an °H- on the top of the heads, as shown in
Figures 1 through 8. Packages of Hilti Self -drilling and
Self -piercing Screws are labeled with the report
holders name (Hilti, Inc.), the fastener type and size,
and the evaluation report number (ESR-2196).
7.2 The report holders contact information is the
following:
HILTI, INC.
7250 DALLAS PARKWAY, SUITE 1000
PLANO, TEXAS 75024
(800)879-8600
www.hiltixc m
H NATe ch n icalServi ces(a)h i It).com
TABLE 1-HILT! SELF -DRILLING AND SELF -PIERCING STEEL -TO -STEEL SCREWS reSTM r44421
DESIGNATION
DESCRIPTION
NOMINAL
NOMINAL
SCREW
HEAD
NOMINALt310.1100-175
LLING/
RCING
MAXIMUM
TOTAL
MINIMUM
She TPI
( )
DIAMETER
LENGTHS
STYLE
, HEAO
ACRI'
THICKNESS
PROTRUSION
COATING'
(inch)
(n h)
DIAMETER
nch)
(� 3
LENGTH
(Inch)
.
Max.
(inch)
S-MD 10-18 X'/e HWH #3
#10-16
0.190
51.
HWH
0.3990
0.175
0.187
0.438
Zino-2
SMD 10-16X314 HWH#3
#10-16
0.190
34
HWH
0.39900.175
0.375
0.375
Zinc-2
S-MD 10.1fi X34 HHWH #3
#10-16
6190
3/4
HHWH
0.39900.175
0.375
0.375
Lno-2
S-MD 10-16 X1 HWH #3
#10-16
0.190
1
HWH
0.39900.175
0.625
0.375
Zinc-2
S-MD 10-16 X 1% HWH #3
#10-16
0.190
1%
HWH
0.399
3
0.1100.175
0.875
0.375
Zinc-2
S-MD 10-16 X 1%HWH #3
#10.16
0.190
1%
HWH
0.399
8-
0.1100.175
1.125
0.375
Zino-2
S-MD 12-14 X314 HWH #3
#12-14
0216
'/4
HWH
0.415
3
0.1100210
0.313
OA37
Zino-2
S-MD 12-14X1FIWH#3
#12-14
0216
1
HWH
0.415
3
0.1100210
0.562
0.438
Lno-2
S-MD 12-14 X 1'/r HWH #3
#12-14
0.216
V12
HWH
0.415
3
0.110
0210
1.062
0.438
Zino-2
S-MD 12-14 X 2 HWH #3
#12-14
0216
2
HWH
0.415
3
0.110
0210
1.562
0.438
ZIno-2
SMD'/4-14X3/4 HHWH #3
'/°-14
0250
'/°
HHWH
0.500
3
0.1100.220
0.313
OA37
Zinc-2
SMD'/4-14X1 HHWH #3
'/4-14
0250
1
HHWH
0.500
3
0.1100220
0.562
OA38
SMD'/°-14 X 1'/z HHWH 93
'/°-14
0250
1'h
HHWH
0.500
3
0. 110
0.220
1.062
0.438
SMD'/°-14X2 HHWHi13
'/r14
0250
2
HHWH
0.500
3
0.1100.220
1.562
0.438
S-MD 10-16 X s/, PPH #3
#10-16
0.190
'/e
PPH
0.364
3
0.110
0.175
0.313
0.312
j7jn�2
S-MD 10-16 X 314 PPH #3
#10-16
0.190
3/4
PPH
0.364
3
0.110
0.175
0.375
0.375
S-MD 10.16 X 1 PPH tKi
#10.18
0.190
1
PPH
0.364
3
0.110
0.175
0.500
0.500
SMD 12-24 X7/s HWH#4
#12-24
0216
'/s
HWH
0.415
R
0.1750.250
0.375
0.500
S-MD 12-24 X 04 HWH #4
#12-24
0.216
V/4
HWH
0.415
4
0.175
0250
0.625
0.625
Zino-2
S-MD 12-24X1'/4 HWH #5
#12.24
0.216
1'!4
HWH
0.415
5
0.2500.500
0.437
0.813
zino-2
S-MD 10-1fi X'/e HWH #3 Kwik-
Ce
#10-16
0.190
%
HWH
0.399
3
0.110
0.175
0.187
0.438
Kwik-Cote
S-MD 10-16 X'/4 HWH tq Kwik-
Ce
#10-16
0.190
3/4
HWH
0.399
3
0.110
0.175
0.375
0.375
Kwik-Cote
03
K k-Cote6X'/°HHWH
#10-16
0.190
'/°
HHWH
0.399
3
0.1100.175
0.375
0.375
Kwik-Cote
S-MD 10-16 X 1 HWH #3 Kwik-
Cote
#10-16
0.190
1
HWH
0.399
3
0.110
0.175
0.625
0.375
KwikCote
S-MD 12-14 X'/° HWH #3 Kwik-
Coto
#12-14
0.216
'14
HWH
0.415
3
0.1100210
0.313
0.437
Kwik-Cote
S-MD 12-14 X 1 HWH 93 Kwik-
Cote
#12-14
0.216
1
HWH
0.415
3
0.110
0.210
0.562
0.438
Kwik-Cote
4 X 1 /4 HWH #3
0.415
K k-Cote
#12-14
0.216
1114
HWH
3
0.110
0210
0.813
0.437
Kwik-Cote
S-MD 12-14X1%HWH tq
KwikCote
#12-14
0216
1'/ s
HWH
0.415
3
0.110
0.210
1.062
0.438
Kwik-Cote
S-MD 12-14 X2 HWH#3 Kwik-
0.415
cote3
#12-14
0216
2
HWH
0.110
0.210
1.562
OA38
KwikCote
S-MD 12-24 X 1'/4 HWH #5 Kwik
Cote
#12-24
0.216
1'/4
HWH
0.415
5
0.250
0.500
0.437
0.813
Kwik-Cote
S-MD 12-24 X 1'/4 HWH Kwik
Cote with Bonded Washerr
#12-24
0.2161'/4
HWH
0.415
5
0.A0
0.500
0.313
0.937
Kwik-Cote
S-MD 12-24 X2 HWH #5 Kwik
cote#12-24
0.216
2
HWH
OA15
5
0.2500.500
1.187
0.813
Kwik-Cote
S-MD 12-24 X 3 HWH #5 Kwik
Cate
#12 24
0216
3
HWH
0.415
5
0.250
0.500
2.187
0.813
Kwik-Cote
18 X'4 MHHWH3
Coo ed
#10-16
0.190
% 'HHWH
0.399
3
0.1100.175
0.375
0.375
Zino-2
ESR-2196 I Most Widely AcceptWdTrusted
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Ch
NOMINAL
NOMINAL
NOMINAL
DRILL
DRILLING/
PIERCING
MAXIMUM
TOTAL
MINIMUM
DESIGNATION
DESCRIPTION
DIAMETER
SCREW
HEAD
HEAD
POINT
C;APACNG
THICKNESS
PROTRUSION
COATING 2
(Sim-TPI)
inch)
LENGTHz
(Inch)
STYLE'
DIAMETER
(Number)
inch)
(MT)
LENGTH
'
(inch)
inch
Min.
Max.
(inch)
SMD 10-i6 X�l4 HHWH3 KC
Collated
#10-16
0.190
2/4
HHWH
0.399
3
0.1100.475
0.375
0.375
Kwik-Cote
MD -24 X'/e M HW H4
C d
#12-24
0216
'le
HWH
0.399
4
0.175
0.250
0.375
0.500
Zmo-2
SMD 10-16 X'/e HHWH Pilot
Point
#10-16
0.190
'Is
HHWH
0.399
1
6.028
0.120
0.188
0.687
Zino-2
SMD 12-14 X 1 HHWH Pilot
Point
#12-14
0.216
1
HHWH
0.415
1
0.028
0.120
0.375
0.625
Zinc-2
SSLC 02M HWH
#12-14
0216
1
HWH
0.415
1
30280.120
0.375
O.fi25
Zino-2
HWH Pilot
---
Paint Kwlk Seal
Point Seale
'/4_14
0250
'!e
HWH
0.415
1
0.0280.140
0.313
0.562
Kwik-Cote
SMD 8-18X'l2 HWH#2
#8-18
0.164
%
HWH
0.335
2
0.0350.100
0.125
0.375
Zino-2
SMD 8-18 X3/4 HWH #2
#8-18
6164
e1
HWH
0.335
2
0:0350.100
0.375
0.375
Zino-2
SMD 8-18 X'/2 PPH #2
>f8-18
0.164
'/2
PPH
0.311
2
0.035
0.100
0.125
0.376
Zn12
SMD S18 X'/a PPH #2
#8-18
0.164
'/a
PPH
0.311
2
F035
0.100
0.375
0.375
Zino-2
SMD 10-16 X'/z HWH#2
#10.16
0.190
'/2
HWH
6.399
2
0.0350.110
0.188
0.312
Zino-2
SMD 10-i8Xe4 HWH #2
#10-i6
0.190
3/4
HWH
0.399
2
0.0350.110
0.313
0.437
Zinc-2
SMD 10-16X1 HWH#2
#10-16
0.190
1
HWH
0.399
2
0.0350.110
0.500
0.500
Zinc-2
SMD 12-14 xe/4 HWH #3 Kwik
u
Seal
#12-14
0216
3/4
HWH
0.415
3
0.110
0210
0.125
0.625
Kwik-Cote
SMD 12-14 x 1 HWH iKi Kwik
Seal
#12-14
0216
1
HWH
0.415
3
0.110
0.210
0.375
0.625
Kwik-Cote
SMD 12-14 X 1'/4 HWH #3 Kwik
seal
#12 14
0216
1'/4
HWH
0.415
3
010
0210
0.825
0.625
Kwik-Cote
SMD 12-14 X 1'/2 HWH 93 Kwik
Seal
#12-14
0216
*2
HWH
0.415
3
0.110
0.210
0.875
0.625
Kwik-Cote
SMD 12-14 X 2 HWH #3 Kwik
Seal
#12-14
0216
2
HWH
0.415
3
0.110
0.210
1.375
0.625
Kwik-Cote
SMD'/4-14 X'/4 HWH 93 Kwik
'/4_14
Seal
0250
3/a
HWH
0.500
3
0.125
0.625
Kwik-Cote
SMD'/4-14x1 HWHf/3 Kwik
'/4_14
SealSMD'/4-14
0250
1
HWH
0.500
3
0.375
0.625
Kwik-Cote
X 1'/2 HWH tb Kik
Seal7
'/4_74
0250
1'!2
HWH
0.500
3
t0A100.220
0.875
0.625
Kwik-Cote
X'He PPH SD Firmer
#7-18
0.151
'/�s
PPH
0.303
2
0.063
0.3745
GP
7X'/�sPPHSDFramerZ�nC
#7-18
0.151
'/�a
PPH
0.303
2
0.063
0.3745Zino-2
SDD 10.18 X'/4 PTH iq
#10-18
0.190
'/4
PTH0.433
3
0.375
0.375
Zino-2
SDD 10-16 X ele PPCH #3
#10-16
0.190
s!e
PPCH
0.409
3
0.110
0.175
0.313
0.312
Zino-2
S-0D 10.12 X'/4 PFfH #3
#10-12
0.190
3/4
PaH
0.364
3
0.110
0.175
0.375
0.375
Zino-2
SDD 12-14 X 1 TPCH #3
#12-14
0216
1
TPCH
0.409
3
0.110
02to
0.500
0.500
Zino-2
SMS 8-18X%HWH
#8-188
0.164
'/2
HWH
0.315
0.0 150.072
0.072
0.428
pieSelf-
ming
Zino-2
SMS 10-12 X 34 HWH
#10-125
,0.190
e/4
HWH
0.399
Self-
0.0180.096
0.100
0.650
Zino-2
nr Rr• I; -oG A...�
pieming
1. Refer to Section 3.0 and Figures 1 through 8 for head configuration abbrevations.
2. For coating abbreviations, GP = grey phosphate per EN ISO 3892; Zinc-2 = EN ISO 4042 AV; Kwik-Cote = proprietary organic zinc
coating.
3. Minimum protrusion length is equal to the nominal screw length (L) -maximum total thickness (MT).
ESR-2196 I Most WidelyAccept d Trusted l } Page 5 of 10
TABLE 2-ALLOWABLE TENSILE PULL-OUT LOADS [PI ..pounds-forcI
Steel F. = 45 ksl
Applied Factor of Safety, 0 = 3.0
Screw
Nominal
Design thickness of member not in contact with the screw head (in.)
Description
Diameter
(in.)
0.018 0.018
0.024
0.030
0.036
0.048
0.060
0.075
0.090
0.105
0.135
Sett -drilling Screws for Steel -to -Steel Connections' 1
#7-16
0.151
-
-
-
-
69
92
116
144
173
202
260
#8-18
0.164
-
-
-
-
75
100
125
157
188
220
282
#10-12
#10-16
#10-18
0.190
-
-
-
-
87
116
,145
182 '
218
254
327
#12-14
#12-24
0.216
-
-
-
99
132
'165
207
248
289
373
1/4-14
0.250
-
-
-
-
115
153
191
239
287
333
430
Self -piercing Screws for Steel -to -Steel Connectionse
#8-185
0.164
37
49
68
86
109
-
_
_
_
_
_
#10-125
0.190
44
53
77
102 1
117 1
160
..., .... , 1c'. = w.r 11n1, 1 IYI = 4.4 11 1 Kai = mu9 iviva.
'For tension connections, the lower of the allowable pull-out, pullover, and tension fastener strength of screw found In Tables 2, 3, and 5,
respectively must be used for design.
zllnless otherwise noted, load values are based upon calculations in accordance with Section J4 of AISI S100-16. ANSI/ASME standard screw
diameters were used in the calculations and are listed in the tables.
3fhe allowable pullout capacity: for intermediate member thicknesses can be determined by interpolating within the table.
"To calculate LRFD values, multiply values in table by the ASD safety factor of 3.0 and multiply again with the LOD m factor of 0.5.
'For Fe 2 65 ksi steel, multiply values by 1.44.
'Load values are based on testing in accordance with AISI 5905
TABLE 3-ALLOWABLE TENSILE PULL -OVER LOADS [PxovlII), FOR HILTI SCREWS, pounds-force'�2,3-4•s
Steel F„ = 45 ksl
Applied Factor of Safety,12= 3.0
Strew
Washer or
Head
Design thickness of member in contact with the screw head (in.)
Description
Diameter
(in.)
0.015
0.018
0.024
0.030
0.036
0.048
0.060
0.075
0.090
0.105
0.135
Hex Washer Head(HWH) or High Hex Washer Head(HHWH)
#8-185
0.315
106
128
170
#8-18
0.335
113
136
181
225
271
363
453
567
680
790
1020
#10-12S
10-12
0.399
135
162
215
268
323
430
540
673
607
943
1210
#12-24
#12-24
'/,14
OA15
0.500
140
169
168
203
224
270
279
336 1
337
407 1
447
540
560
677
700
843
' 840
' 1010
980
1180
1260
1520
Phillips Pan Head (PPH)
#8-18
0.311
105
126
168
210
252
336
420
525
630
735
945
#10-16
0.364
123
147
197
246
295
393
491
614
, 737
860
1106
Phillips Truss Head (PTH)
#10.18
0.433
148
175
234
292 351 468
585
731
877
1023
1315
Phillips Pan Head (PPH)
#7-18
0.303
102 1
123
164
205 1 245 1 327
409
511
614
716
920
Phillips Pancake Head (PPCH)
+
#10-160.409
138
166
221 1
276 1 331 1 442
M2.
690
, 828
966
1242
Tom Pancake Head (TPCH)
#12-14
.0409
138
1fi6
221
276 331 442
!11
111
828
966
1242
Phillips Flat Truce Head (PFTH)
#10.12
0.364
123
147
197
246 295 393
491'
614
737
860
1106
, or .+,. ,InI. -Zu-r 11n1, 11u1=4.4 N,1 K61=6.69 We.
'For tension connections, the lower of the allowable pullout, pullover, and tension fastener strength of screw found.. in Tables 2, 3, and 5,
respectively must be used for design.
21-oad values are based upon calculations in accordance with Section J4 of AISI S100-16. ANSI/ASME standard screw head diameters were
used in the calculations and are listed in the tables.
3The allowable pullover capacity for intermediate member thicknesses can be determined by interpolating within the table.
% calculate LRFD values, multiply values in table by the ASD safety factor of 3.0 and multiply again with the LRFD m factor of 0.5.
eFor F„ a 65 ksi steel, multiply values by 1.44.
0
rn
N
W
N
N
M
O
N
N
mm
N
t0
m
M
P
V
S
tm0
tA'!
P
N
tmD
m
o
M
Q
IN(1
f0
n
QNi
�
tNy
Q
S
n
Q
S
m
N
V
b
Om
m
OO
N
N
t l
Q
N
f0
f0
M
Q
N
S
S
(A+!
C
S
t0
M
V
N
�C
n
ONl
CJ
O
t0
A
m
O
O
L
w
SQ
OAi
mN
N�
O
^A
M
M
mo
M
`N
O
�IMyy
yAAy��
A
A
A
A
O
e
N
N.
M
Q
Yl
N
N
N
CJ
v
N
m
Q
N
Imo
I
fm0
M
V
N
0�
m
n�
mAm
Q
t00
r
W
yO�
m
m
3
ey
•0
IV
A
P
^q
^ V
O
N
m
P
{t{tip�p
N
N
ImImrr��
ryry
pp
.S
a
p
y
p
0
NM
M
V
Q
N
N
M
Q
N
t0
S
S
100
tp
10
ID
10
p
m
c
p
m
M.
It
m
q
o
m
O
N
N
M
M
M
M
M
N
M
M
M
M
M
M
N
M
Q
v
v$
m
a
la
o
v
a
w
a
a
a
I�
v
Y �
0
m y
QUO
ay
91
{y
N
N
N
N
in
N
Iy
m
m
m
m
m
m
m
m
m
m
m
m
o
a
o
O
o
0
o
y
m
In
n
v'
m
p'
N
ry
N
N
N
N
N
N
N
N
N
N
N
N
N
N
M
M
M
M
M
M
M
t7
M
M
17
Ol
17
{r�
ly
In
Ir1
mLL
G
m
n
n
a
M
A
A
A
A
A
A
A
m
Q
A^'''
Q
y
Q
Q
Q
Q
A
m
m
m
m
mm
m
O
O
O
S
O
O
N
N
N
N
N
N
N
0'
m
m
m
m
m
o
NNN
o
O
N
N
N
S
N
N
N
N
N
N
N
N
e5ti
qo
m m
my
m
m C ri t C
m
O
Ippp
N
O
pp
O
N
N
O
O
N
O
O
O
N
m
O
O
N
O
N
m
O
O
N
O
N
N
m
m
O
N
N
m+e E.9 3 c
E
e
O
0
O
c
d
O
O
O
O
O
O
O
O
O
O
O
O
o
0
0
c
0
0
0
0
0
0
0
0
0
0
0
0
c
0
0
0
c
0
0
c
0
0
0
0
0
0
c
�E$w
E E
im. G
C
OO
OO
O
N
c
C
0
ESR-2196 I MostWldelyAccept&Trusted l Page 7of10
TABLE 4B—ALLOWABLE SHEAR (BEARING) CAPACITY OF STEEL TOSTEEL CONNECTIONS USING
HILTI SELF -PIERCING SCREWS, pounds -force' A'
Steel F. = 45 ksi
Applied Factor of Safety, D - 3.0-
Design
Nominal
thickness of
Design thickness of member not in contact with the screw head (in.)
Screw
Diameter
Diametercontact
member in
Description
with
screw head,
0.015
0.018
0.024
0.030
0.036
0.048
(in.)
0.015
73
87
105
107
107
-
0.018
79
90
113
113
113
-
#43-18S
0.164
0.024
61
90
149
158
158
-
0.030
82
117
149
186
186
-
0.036
106
114
184
236
287
-
0.018
-
77
125
152
173
173
0.024
-
77
137
191
220
253
#10-125
0.190
0.030
-
109
167
228
255
309
0.036
-
121
167
228
298
373
0.048
-
121
191
241
298
444
For Sh 1 inch = 25.4 mm, 1 Ibf = 4.4 N, 1 ksi = 6.89 MPa.
'The lower of the allowable shear (bearing) and the allowable fastener shear strength found in Tables 4 and 5, respectively must be used for
design.
21-oad values in Table 4A am based, upon calculations in accordance with Section J4 of AISI 5700.16, ANSI/ASME standard screw diameters
were used in the calculations and are listed in the tables
'The allowable hearing capacity for other member thicknesses can be determined by interpolating 'within the table.
°To calculate LRFD values, multiply values in table by the ASO safety factor of 3.0 and multiply again with the LRFD (b factor of 0.5.
'For F. a 65 ksi steel, multiply values by 1.44.
al-oad values in Table 4B are based on testing in accordance with AISI S905.
TABLE 5—FASTENER STRENGTH OF SCREW,
SCREW
DESCRIPTION
DIAMETER
(in.)
NOMINAL FASTENER STRENGTH
DETERMINED BY TESTING
ALLOWABLE FASTENER STRENGTH
Tension, P,
(Ibf)
Shear, P.
(Ibf)
Tension (P�(Q)'
(Ibf)
Shear (P„ I2)2''
(Ibf)
#7-18 PPH
0.151
1000
890
335
295
98-18 HWH, PPH
0.164
1000
1170
335
390
#8.18SHWH
0.164
1915
1570
640
525
#10-12 PFTH
0.190
2170
1645
720
550
#10-125 HWH
0.190
1915
1905
640
635
#10-16 HWH, HHWH, PPH, PPCH
0.190
1370
1215
455
405
#10-18 PTH
0.190
1390
1845
465 ",
615
#12-14 HWH, TPCH
0.216
2325
1880
775
625
#12-24 HWH
0.216
3900
2285
1300
760
'/a-14 HWH
0.250
4580
2440
1525
815
rod air. , mcn = ZDA MM, 1 for = 4.4 N, 1 KSi = 6.t19 MPa,
'For tension connections, the lower of the allowable pull out, pullover, and tension fastener strength of screw found in Tables 2, 3, and 5,
respectively must be used for design.
'For shear connections, the lower of the allowable shear (bearing) and the allowable fastener shear strength found in Tables 4 and 5,
respectively must be used for design. ,
'See Section 4.1.3 forfestener spacing and end distance requirements.
"To calculate LRFD values, multiply the nominal fastener strengths by the LRFD 0 factor of 0.5.
ESR-2196 I Most Widely Accept*d Trusted �r .� Page 8 of 10
FIGURE 1—HEX WASHER HEAD (HWH) AND HIGH HEX WASHER
HEAD (HHWH) SELF -DRILLING SCREW
FIGURE 3--PHILLIPS PAN HEAD (PPH)
SELF -DRILLING SCREW
FIGURE S—PHILLIPS TRUSS HEAD (PTH)
SD FRAMER SELF -DRILLING SCREW
(Il�,liltlltl111p111111(IIII�IC
FIGURE 7—TORX PANCAKE HEAD (TPCH)
SD FRAMER SELF -DRILLING SCREW
6M1,- 11,1�111111�1�111 �h1 �,,,
FIGURE 2—HEX WASHER HEAD (HWH)
SELF -PIERCING SCREW
FIGURE 4--PHILLIPS PAN HEAD (PPH)
SD FRAMER SELF -DRILLING SCREW
r
FIGURt--PHILLIPS PANCAKE HEAD (PPCH)
SO FRAMER SELFIDRILLING SCREW
a
t,
N
FIGURE 87-PHIWPS FLAT TRUSS HEAD (PFTH)
SD FRAMER SELF -DRILLING SCREW
i
FIGURE 9—DESCRIPTION OF NOMINAL SCREW LENGTH (L) AND MAXIMUM TOTAL THICKNESS (MT)
Report
Reissued October 2019
This report is subject to 'renewal October 2020.
www.jcc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 05 00 00—METALS
Section: 05 05 23—Metal Fastenings
REPORT HOLDER:
HILTI, INC.
EVALUATION SUBJECT:
HILTI SELF -DRILLING AND SELF -PIERCING SCREWS
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that the Hilti Self -Drilling and Self -Piercing Screws, described
in [CC -ES master evaluation report ESR-2196, have also been evaluated for compliance with the codes noted below as
adopted by the Los Angeles Department of Building and Safety (LADBS).
Applicable code editions:
■ 2017 City of Los Angeles Building Code (LABC)
■ 2017 City of Los Angeles Residential Code (LARC)
2.0 CONCLUSIONS
The Hilti Self -Drilling and Self -Piercing Screws, described in Sections 2.0 through 7.0 of the master evaluation report
ESR-2196, comply with the LABC Chapter 22, and the LARC Sections R505, R603, and R804, and are subjected to the
conditions of use described in this supplement.
3.0 CONDITIONS OF USE
The Hilt Self -Drilling and Self -Piercing Screws described in this evaluation report must comply with all of the following
conditions:
• All applicable sections in the master evaluation report ESR-2196.
• The design, installation, conditions of use and identification of the Hilti Self -Drilling and Self -Piercing Screws are in
accordance with the 2015 International Building Code' (2015 IBC) provisions, noted in the, master evaluation report
ESR-2196.
• The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as
applicable.
• Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted.
This supplement expires concurrently with the evaluation report, reissued October 2019.
IMESEvalvation Repor are not to be conttrued m representing atethettcs or any other aaributes not specif1wily addressed, nor are they to be construed
man eadarsenrera afthesvbject ofthe report or a recommeadvion for its we There Is no unr anty by ICCEvah a h n Service LLG erpress or implied, as t
to anyftndingor othernmaer inthisreport, orm to anypmdudeoveredby the report.
Copyright 0 2019 ICC Evaluation Service, LLC. All rights reserved. Page 9 of 10
IMES Evaluation Report ESR-2196 FBC Supplement
Reissued October 2019
This report is subject to renewal October 2020.
www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION: 05 00 0"ETALS
Section: 05 05 23- Metal Fastenings
REPORT HOLDER:
HILTI, INC.
EVALUATION SUBJECT:
HILTI SELF -DRILLING AND SELF -PIERCING SCREWS
1.0 REPORT PURPOSE AND SCOPE
Purpo&a'
The purpose of this evaluation report supplement is to indicate that the Hilt Self -drilling and Self -piercing Screws, recognized
in evaluation report ESR-2196, have also been evaluated for compliance with the codes noted below.
Applicable code editions:
■ 2017 Florida Building Code —Building
■ 2017 Flodda Building Code —Residential
2.0 CONCLUSIONS
The Hilo Self -drilling and Self -piercing Screws described in Sections 2.0 through 7.0 of theimaster evaluation report,
ESR-2196, comply with the Florida Building Code —Building and the Florida Building Code —Residential when designed and
installed in accordance with the 2015International Building Code (IBC) provisions noted in the master evaluation report.
Use of the Hilt Self -drilling and Self -piercing Screws has also been found to be in compliance with the High -velocity
Hurricane Zone provisions on the Florida Building Code —Building and the Florida Building Code —Residential.
For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by
the Commission).
This supplement expires concurrently with the evaluation report, reissued October 2019.
LCC-ESLWluatlon Repora orenot to be ronrtru¢das represeNingaeslhedcs or any otheranriburer not,7wdfimlly addrrysrai, Harare they to be construed
as onendorsemmtofthembjectofthereport or a recommendationforitruse. There is no warmnryby]CCErof1ad0o Service LLC, etpress'orimplwas �o
to anyfindingor othermader in this report, Oros to mry product covered bythe report.
Copyright 02019 ICC Evaluation Service, LLC. M rights reserved Page 10 of 10
MITI
The following pages are an excerpt from the North American
Product Technical Guide, Volume 1: Direct Fastening
Technical Guide, Edition 18.
Please refer to the publication in its entirety for complete
details on this product including data development, base
materials, general suitability, installation, corrosion, and
product specifications.
hftp://submiftals.us.hilti-com/PTGVoll/
To consult directly with a team member regarding our direct
fastening products, contact Hilti's team of tecAnical support
specialists between the hours of 7:00am - 6:00pm CST.
r
US: 877-749-6337 or HNATechnicalServices(cD-hilti.com
CA: 1-800-3634458 ext. 6 or CATechnicalSevices(cD-hilti.com
HIM, Inc.
�7250 Dallas Parkway, Suite 1000
Plano, TX 75024
1-800-878-8000
www.hilti.com
• U
3.6.2.1 Product description 3.6.2 SELF -DRILLING SCREWS
3.6.2.2 Material specifications 3.6.2.1 PRODUCT DESCRIPTION
3.62.3 Technical data
H(Iti self -drilling screws are designed
3.62A Installation instructions to drill their own hole in steel base
3.6.2.5 Ordering information materials up to 1/2" thick These screws
U
LlStings/Approvals
ICC-ES (international Code Council)
ESR-2196 (Steel and Metal Screws)
ESR-3891 with 2017 LABC/LARC
Supplement (Interior Finishing/Drywall
Screws)
COLA (City of Los Angeles)
RR 25678
iG'c+ €u GREIS
[CC -ES ESR-2196 and ESR-3B91
together, provide IBC recognition of
HIM'S Self -Drilling Screw fasteners for
most common applications (e.g. CFS
connections, gypsum to CFS, etc.),
including HWH, HHWH, PPH, PPFH,
PBH, PWH, PTH, PPCH, TPCH and
PFTH head style screws.
are available in a variety of head styles,
thread lengths and drill -flute lengths for
screw diameters #6 through 1/4". Hilti
self -drilling screws meet ASTM:C1513,
ASTM C954 and SAE J78 standards,
as applicable.
Product features:
• Hex head for metal -to -metal
applications
• Flush head for wood -to -metal
applications
• For metal from 0.035" to
0.500" thick
• Winged reamers for wood over
1/2" thick
• Stitch screws for light gauge
metal -to -metal
• Sealing screws for water
resistant fastenings
3.6.2.2 MATERIAL SPECIFICATIONS
IMatedal ASiM A510 Grade 1018-1072,
Heatbeahnent Case hardened aril tempered
• Sizes 8,10 and 12: 0.0M'to 0.009" case depth
• 8¢e 1/4": 0.005"to 0.011; case depth
Rating Refer to Section 3.6.2.5 foF screw coating'information.
Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking,
many hardened steel fasteners are not recommended for use with dissimilar metals or chemically
treated wood when moisture may be present or in corrosive environments. For further informa-
tion, contact Hilti Technical Support at 1-877.749-6337. ,
3.6.2.3 TECHNICAL DATA
Ultimate tensile strengths - pullout (tension), lb (kN)1R.3,4,5,6,7
• Nominal
Thickness of steel member not in contact wit6the
screw head; ga (in.) i
Screw
designation
diameter
20
18
16
1411
12 .
10
(
in.
(0.036)
(0.048)
(0.060)
(0.075)
(0.105)...
(0.135)
#6
0.138
190
250
320
395
555
715'
(0.85)
(1.11)
(1.42)
(1.76),
(2.47)
(3.18)
07
0.151
210
275
345
435 r
605
780
(0.93)
(1.22)
(1.53)
(1.93),
(2.69)
(3.47)
#8
0.164
225
300
376
470 '
660
845
(1.00)
(1.33)
1 (1.67)
(2.09);
1 (2.94)
(3.76)
#10
0.190
260
350
435
545
765
980
(1.16)
(1.56)
(1.93)
(2.42)
(3.40)
(4.36)
#12
0.216
295
395
495
620
870
1120
(1.31)
(1.76)
(2.20)
(2.76),
(3.87)
(4.98)
1/4 in.
0250
345
460
576
715
1000
1290
(1.53)
(2.06)
(2.56)
(3.18)
(4.45)
(5.74)
1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design.
2 Load values based upon calculations done in accordance with Section E4 of the AISI S700.
3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a b factor of 0.5 be applied for LRFD design or a m factor of 0.4 be
applied for LSD design.
4 ANSVASME standard screw diameters were used in the calculations and are listed in the fables.
5 The screw diameters in the table above are available in head styles of pan; hex washer. pancake, flat, wafer and bugle.
6 The load data in the table is based upon sheet steel with F. - 45 ksi. For F. - 65 ksi steel, multiply values by 1.22. For F• - 65 ksi steel, multiply values by 1.44.
7 Refer to Section 3.6.2.5 to ensure drilling capacities.
188
•
Direct -Fastening Technical Guide, Edition 18
Ultimate tensile strengths - pullover (tension), lb (MDIAMAV
Thickness of steel member in contact with the screw head, ga (in.)
Screw Washeror
designation head diameter 22 20 18 16 14 12 10
in.
I (0.030) (0.036) (0.048) (01060) (0.075) (0.105) (O.t35)
H. Wachcr Hmd /HWH1
08
0.335
675
815
1000
----' 1000
low
10DO
1000
(3.00)
(3.63)
(4.45)
(4.45)
(4.45)
(4.45)
(4A5)
010
0399
80.
970
1290
1370
1370
1370
1370
(3.58)
(4.31)
(5.74)
(6.09)
(6.09)
(6.09)
(6.09)
#12-14
0.415
835
1010
1340
1680
2100
2325
2325
(3.71)
(4.49)
(5.96)
(7.47)
(9.34)
(10.34)
(10.34)
012-24
DAIS
835
1010
1340
1680
2100
2940
3780
3.71
4.49)
(5.96)
(7.47)
9.34
(13.08
(16.81)
1/4 in.
0.600
1010
1220
1620
2030
2530
3540
4560
4A9) I
(5.43
(7.21) 11
9.03)
(11.25)
(13.75)
(20.28
#7
0.303
615
735�
�`- _980 ,-
- . , 1000
1000
1000
1000
(2.74)
(3.27)
(4.36)
(4.45)
(4.45)
(4.45)
(4 AM
#8
0.311
630
755
1000
1000
1000
1000
1000
(2.80)
(3.36)
(4.45)
(4.45)
(4.
114 45)
(4.45)
#10
0.364
740
Bay
1180
1370
1370
1370
1370
(3.29
(3.94
5.25)
(6.09
6.09)
(6.09
6.09)
Phillips Truss Head (PTH)
NS
0A33
875
1000
1000
"Do
14(6.18)
1000
1000
(3.89)
(4.45)
(4.45)
(4.45)
(4.45)
(4.45)
010
0.411
830
1000
1330
1390
11390
1390
(3.69)
4.45)
5.92
(6.18)
6.78)
Phillips Pancake Head (PPCH)
#10,012
OA09
830
995
1325
1370
1370
1370
1370
(3.69)
4,43
(5.89
(6.09)
(6.09
6.09
(6.09
Phillips Flat Truss Head (PFTH)
#10 0.364 740 Sas 1 1180 1 1475 1840 2170 2170
t The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design.
2 two values based upon calculations done in accordance with Section E4 of the AISI S100.
3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design, a 0 factor of OS be applied for L RFD design or a 0 factor of 0.4 be
applied for LSD design.
4 ANSVASME standard screw head diameters were used in the calculations and are listed in the tables.
5 Phillips Bugle Head (PBFO and Phillips Wafer Head (PWH) styles are not covered by this table because they are not intended for attachment of steel to steel.
6 The load data in the table is based upon sheet steel with F. = 45 ksi. For F. = 55 ksi steel, multiply values by 122. For F� - 65 ksi steel, multiply values by 1.44.
7 Refer to Section 3.62.5 for drilling capacities.
Nominal ultimate fastener strength of screw
Screw
designation
Nominal
diameter
(in.)
Nominal fastener strength !,[I
Tension, Pp
lb r
Shear, P® - 1�
lb zaa
#6-20
0.138
1000
4.45
890
3.96
07-18
0.151
1000
4.4
890
3.96
68-18
0.164
1000
4.45
1170
5.20
010-12
0.190
2170
9.6
1645
.32
#10-16
0.190
1370
6.09
1215
5.40
010-18
0.190
1390
6.18
1645
.32
#12-14
0276
2325
10.34
1880
8.36
012-24
0216
39M
17.35
2285
10.16
1/4 in. 1
0.260
4580
20.3
2440
10.85
1 The lower of the ultimate pullout, pullover, and tension fastener strength of screw should be used for design.
The Pullout and Pullover tables in this section have already been adjusted where screw strength governs.
2 The lower of the ultimate shear fastener strength and shear bearing should be used for design. The Shear
Bearing table in this section has already been adjusted where screw strength govems.
3 AISI S100 recommends a safety factor of 3.0 be applied for allowable strength design,
a 0 factor of 0.5 be applied for LRFD design or a 0 factor of 0.4 be applied for LSD design.
4 When the distance to the end of the connected pad is parallel to the line of the applied force the allowable
shear fastener strength must be reduced for end distance, when necessary, in accordance with E4.32 of
Appendix A of AISI S700.
Torsional strength'.2
i Size
Min. torsionalstren strength
9 °0 in -lb m
6-20
24
2.7)
7-18
38
4.3
B-18
42
4.8
10-12
61
6.9
10-16.
61
6.9
10-18
61
6.9
10-24
65
.3
12-14
92
10.4
12-24
100
11.3
1/4-14
150
17.0
1/4-20,
156
17.6
1 Based on screw only. Dees not consider base
material limitations.
2 Values in table are ultimate torsional strengths.
To obtain maximum setting torque, multiply values
in table by 0.66.
�J
Ultimate shear strengths - bearing (shear), lb (W)'23•46.6.7
Nominal
Thickness of steel
11
Thickness of steel member not In contact withthescrew head, Be (in.) J
Screw
diameter
member in contact with
it I 1
2p 0.036
( )
18 0.048
( )
16 0.060
�(( )
14 0.075
I ( )
a 12 0.10
( 51 I
designation
i
in
screw head
sa an.)
20 (0.036)
500 (2.22)
660 (2.94)
660 (2.94)
660 (2.94)
660 (2.94)
07
0.151
18(0.048)
500 (2.22)
660 (2.94)
880 (3.91)
880 (3.91)
880 (3.91)
t 16 (0.060)
500 (2.22)
660 (2.94)
890 (3.96)
890 (3.96)
890 (3.96)
20 (0.036)
525 (2.34)
715 (3.18)
715 (3.18)
715 (3.18)
715 (3.18)
08
0.164
18 (0.048)
525 (2.34)
8D5 (3.58)
955 (4.25)
955 (4.25)
955 (4.25)
a 16 (0.060)
525 (2.34)
805 (3.58)
1120 (4.98)
1170 (5.20)
1170 (5.20)
20 (0.036)
565 (2.51)
830 (3.69)
830 (3.69)
830 (3.69)
830 (3.69)
#10-12
0.190
18(0.048)
565 (2.51)
865 (3.85)
1110 (4.94)
1110 (4.94)
1110 (4.94)
16(0.060)
565 (2.51)
865 (3.85)
1210 (5.38)
1390 (6.18)
1390 (6.18)
214(0.075)
565 (2.51)
865 (3.85)
1210 (5.38)
1645 (7.32)
1645 (/.32)
20 (0.036)
565 (2.51)
830 (3.69)
830 (3.69)
830 (3.69)
830 (3.69)
010-16
0.190
18 (0.048)
565 (2.51)
865 (3.85)
1110 (4.94)
1110 (4.94)
1110 (4.94)
L 16 (0.060)
565 (2.51)
865 (3.85)
Via (5.38)
1215 (5.40)
1215 (5.40)
20(0.036)
565 (2.51)
830 (3.69)
830 (3.69)
830 (3.69)
830 (3.69)
#10-18
0.190
18 (0.048)
565 (2.51)
865 (3.85)
1110 (4.94)
1110 (4.94)
1110 (4.94)
16 (0.060)
565 (2.51)
865 (3.85)
1210 (5.38)
1390 (6.18)
1390 (6.18)
z 14 (0.075)
565 (2.51)
865 (3.85)
1210 (5.38)
1645 (7.32)
1645 (7.32)
20 (0.036)
600 (2.67)
930 (4.14)
945 (4.20)
945 (4.20)
945 (4.20)
#12-14
0216
18 (0.048)
600 (2.67)
925 (4.11)
1260 (5.60)
1260 (5.60)
1260 (5.60)
16 (0.060)
600 (2.67)
925 (4.11)
1290 (5.74)
1570 (6.98)
1570 (6.98)
z 14 (0.075)
600 (2.67)
925 (4.11)
1290 (5.74)
1800 (8.00)
1880 (8.36)
20 (0.036)
600 (2.67)
930 (4.14)
945 (4.20)
945 (4.20)
945 (4.20)
18 (0.048)
600 (2.67)
925 (4.11)
1260 (5.60)
1260 (5.6o)
1260 (5.60)
#12-24
0216
16 (0.060)
600 (2.67)
925 (4.11)
1290 (5.74)
1570 (6.98)
1570 (6.98)
14 (0.075)
600 (2.67)
925 (4.11)
1290 (5.74)
1800 (8.00)
1970 (8.76)
212(0.090)
600 (2.67)
925 (4.11)
1290 (5.74)
18DO (8.00)
2285 (10.16)
20 (0.036)
645 (2.87)
1020 (4.54)
1090 (4.85)
1090 (4.85)
1090 (4.85)
18 (0.048)
645 (2.87)
995 (4.43)
1406 (6.23)
1460 (6.49)
1460 (6.49)
1/4 in.
0250
16 (0.060)
645 (2.87)
995 (4.43)
1390 (6.18)
1620 (8.10)
18M (8.10)
14 (0.075)
645 (2.87)
995 (4.43)
1390 (6.18)
1940 (8.63)
228o (10.14)
2 12 (0.090)
645 (2.87) 1
995 (4.43) 1
1390 (6.18) 1
1940 (8.63)
2440 (10.85)
i i ne lower or the ultimate shear bearing and shear fastener strength of screw should be used for design.
2 Load values based upon calculations done in accordance with Section E4 of AISI S100.
3 AISI S100 recommends a safety factor of 3.0 be applied for allowable stm%ffi design, a 41 factor of 0.5 be applied for LRFD design or a dt factor of 0.4 be
applied for LSD design.
4 ANSVASME standard screw diameters were used in the calculations and are listed in the tables,
5 Load values in table are for Hex Washer Head (HWH and HHWH) Phillips Pan Head (PPH), Phillips Truss Head (P7H), Phillips Pancake Head (PPCH), and
Phillips Flat Tmss Head (PFfH) style screws. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWIi) styles am not covered by this table because they are not
intended for attachment of steel to steel.
6 The load data in the table is haled upon sheet steel with F� - 45 ksl. For F� - 55 W steel, muktply values by 122. For F. - 65 ksi steel, multiply values by 1.44.
7 Referto Section 3.62.5 to ensure drilling capacittes.
3.6.2.4 INSTALLATION INSTRUCTIONS
For general discussion of Hilti screw fastener installation, reference Section 3.6.1.7.
For allowable diaphragm shear loads and stiffness values for steel roof or floor deck utilizing Hilti self -drilling screws as frame or
sidelap fasteners, reference Section 3.5 and download Hilti's Profis DF software at www.tilti.com/decking (US), or www.hilti.ca
(Canada).
To estimate the number of sidelap screws on a steel roof or floor deck project, reference Section 3.5.1.6:
Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel fasteners are not recommended
for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information,
contact Hilo Technical Support at 1-877-749-8337.
190
n
U
Dire Fastening Technical Guide, Edition 18
3.6.2.5 ORDERING INFORMATION
Collated self -drilling screws
Light/medium gauge metal applications (sidelap)
I
jDescription
Thread
length
Drilling, Capacity
Min Max
Maximum Total
Thickne I (lZ
Recess
Coating'
{{f
Box city ,
S-SLC 01 M HWH Collated
5/8"
0.018"
0.095"
3/32"
0.100"
5/16"
Zinc-2
250
S-SLC 02 M HWH Collated
3/4"
0.028"
0.120"
3/8"
0.375"
5/16"
Zinc-1
250
S-MD 10-16 x 7/8 HWH Collated
3/8'.
1 0.028"
0.120"
3/16"
0.188"
5/16" 1
Zinc-1
250
Medium/heavy gauge metal applications (frame fastener)
Drilling rapacity
p`
Thread
Maximum total
Description
length
Min Max
thickness (MT)'
I
Recess
I
Coating'
Box city
1
S-MD 10-16 x 3/4 HWH#3 Collated
1/2"
0.110"
0.175"
3/8"
0.375"
5/16"
Zinc-1
250
S-MD 12-24 x 7/8 HWH#4 Collated
1/2"
0.175"
0.312"
3/8"
0.375"
5/16"
Zinc-1
250
l tteferto Figurein Section 3.6.1.5.
2 For coating abbreviations, Zinc-1 = EN/ISO 4042 AN; Zinc-2 = Cr3 + (Cr6 + free) 8-14 pm. For more information on corrosion resistance, reference
Section 3.6.1.6.
i
i
PPH HWH #5 Point Stitch HWH HWH PFH PWH
KwikSeal with bonded with wings
washer
Single Self -Drilling Screws
Sidelap(unsupported metal sheets)
Description
Thread
length
Drilling capacity
Min Max
II
Maximum total
thicknes (MTV
R fees
Coating'
Box city
1
S-MD 12-14x1 HHWH Stitch
3/4"
0.028"
0.120"
3/8"
0.375"
5/16"
Zinc-1
3000
S-MD 10-16x7/8 HHWH Pilot Point
3/8"
0.028"
0.120"
3/16"
0.188"
5/16"
Zinc-1
6000
S-MD 1/4-14x7/8 HWH Stitch Kwik-Seal
1/2"
0.028"
0.140"
1 5/16"
0.313"
5/16" 1
Kwik-Cote 1
2500
i Hafer io vigme m J on a.6.1.5.
2 For coating abbreviations, Zmc-1 = FMS0 4042 A3F; Kwik Cote = Proprietary Coating, Section 3.622 For more information on corrosion resistance, reference
Section 3.6.1.6.
191
U
Light gauge applications: steel to steel
j
Description
Thread
length
Drilling Capacity
Min Max
Maximum Total
Thickness ' (MT)
Recess
Coating'
Box Cty
S-MD 8-18x1/2 HWH #2
1/4"
0.035"
0.100"
1/8"
0.125"
1/4"
Zinc-1
1000
S-MD 8-18x3/4 HWH #2
1/2"
0.035"
0.100"
3/8"
0.375"
1/4"
Zinc-1
1000
S-MD8-18x1/2 PPH #2
1/4"
0.035"
5"
PHL #2
Zinc-1
1000
S-MD 10-16xl/2 HWH #2
5/16"
0.035"
8"
5/16"
Zinc-1
8500
S-MD 10-16x3/4 HWH #2
1/2"
0.035"
MO.500"
13"
5/16"
Znc-1
6500
S-MD 10-16x1 HWH #2
3/4"
0.035"
00"
5/16"
Znc-1 1
5000
1 Referto Rgure in Section 3.6.1.5.
2 For coating abbreviations, Znc-1 = EN/ISO 4042 A3F For more Information on corrosion resistance, reference Section 3.6.1.6.
Light medium gauge metal applications
I
Description
Thread
length
Drilling capacity
Min Max
Maximum total
thickness '
(MIT
Recess
Coating'
i
Box Cty !t
S-MD 10-16x5/8 HWH #3
5/16"
0.110"
0.175"
3/16"
0.187"
5/16"
Zinc-1
7500
S-MD 10-16x3/4 HWH #3
1/2"
0.110"
0.175"
3/8"
0.375"
5/16"
Zinc-1
6500
S-MD 10-16x3/4 HHWH #3
1/2"
0.110"
0.175"
3/8"
0.375"
5/16"
Zinc-1
6500
S-MD 10-16x1 HWH 03
3/4"
0.110"
0.175"
5/8'.
0.625"
5/16"
7inc-1
5D00
S-MD 10-16xl 1/4 HWH #3
1"
0.110"
0.175"
7/8"
0.875"
5/16"
Zinc-1
4000
S-MD 10-16x1 1/2 HWH #3
1-1/4"
0.110"
0.175"
1-1/8"
1.125"
5/16'
Znc-1
4000
S-MD 10-16x5/8 PPH #3
5/16"
0.110"
0.175"
5/16"
0.313"
PHL #2
Znc-1
7500
S-MD 10-16x3/4 PPH #3
1/2"
0.110"
0.175"
3/W
0.375"
PHL 02
Zinc-1
6500
S-DD 10-16x5/8 PPCH #3
1/2"
0.110"
0.175"
5/16"
0.313"
PHL #2
Zinc-1
7500
S-DD 10-12x3/4 PFfH #3
9/16"
0.110"
0.175"
3/8"
0.375"
PHL #2
Zinc-1
7500
S-DD 10-18x3/4 PTH 93
9/l6"
0.110"
0.175"
3/8"
0.375
PHL #2
Znc-1
5000
S-MD 12-14x3/4 HWH #3
1/2"
0.110"
0.210"
5/16"
0.313"
5/16"
Znc-1
5000
S-MD 12-14x1 HWH #3
3/4"
0.110"
0.210"
9/16"
0.562"
5/1W
Znc-1
3000
S-MD 12-14xl 1/2 HWH #3
1-1/4"
0.110"
0.210"
1-1/16"
1.062"
5/16"
Zinc-1
2500
S-MD 12-14x2 HWH #3
1-5/8"
0.110"
0.210"
1-9/16"
1.562"
5/16"
Zinc-1
2000
S-DD 12-14x1 TPCH #3
11/16"
0.1101,
0210"
1/2"
0.500"
TX 25 HF
Znc-2
7500
S-MD 1/4-14x3/4 HWH #3
1/2"
0.110"
0220"
5/16"
0.313"
3/8"
Znc-1
4000
S-MD 1/4-14xl HWH #3
3/4"
0.110"
0.220"
9/16"
0.562"
3/8"
Zinc-1
3000
S-MD 1/4-14xl 1/2 HWH #3
1-1/4"
0.110"
0.220"
1-1/16"
1.062"
3/8"
Zinc-1
2000
S•MD 1/4-14x2 HWH #3
1-5/8"
0.110"
0.220"
1-9/16"
1.562"
3/8"
Znc-1
1000
S-MD 12-14x3/4 HWH #3 Kwik-Seal
1/4"
0.1101,
0.210"
1/8"
0.125"
5/16"
Kwik-Cote
3000
S-MD 12-14x1 HWH #3 Kwik-Seal
5/8"
0.110"
0210"
3/8"
0.375"
5/16"
Kwik-Cote
2500
S-MD 12-14xl 1/4 HWH 03 Kwik-Seal
1"
0.110"
0.210"
5/8"
0.625"
5/16"
Kwik-Cote
2000
S-MD 12-14x1 1/2 HWH #3 Kwik-Seal
1-1/4"
0.110"
0.210"
7/8"
0.875"
5/16"
Kwik-Cote
2000
S-MD 12-14x2 HWH #3 KwikSeal
1-1/2"
0.110"
0.210"
1-3/8"
1.375"
5/16"
Kwik-Cote
1500
S-MD 1/4-14xl HWH #3 KwikSeal
5/8"
0.110"
0.220"
3/8"
0.375"
3/8"
Kwik-Cote
2000
S-MD 1/4-14xl 1/2 HWH #3 Kwik-Seal
1"
0.110"
0.220"
7/8"
0.875"
3/8" '
Kwik-Cote
1500
1 Referto Figure in Section 3.6.1.5.
2 For coating abbreviations, Znc-1 = EN/ISO 4042 A317: Znc-2 = Cr3+ (Cr6+free) 8-14 pm, Kwik-Cote = Proprietary Coating, Section 3.6.2.2. For more information
on corrosion resistance, reference Section 3.6.1.6.
Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel fasteners are not recommended
for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information,
contact Hlti Technical Support at 1-877-749-6337.
192
n
LJ
Dire�Ltening Technical Guide, Edition 18
Single self -drilling screws - heavy gauge metal applications
I
Description
Thread
length
Drilling capacity
Min Max
,Maximum total
thickness (KM
Recess
Coating'
Box City
S-MD 12-24x7/8 HWH #4
1/2"
0.175"
0.250"
3/8"
0.375"
5/16"
7inc-1
4500
S-MD 12-24x1 1/4 HWH #4
3/4"
0.175"
0.250"
5/8"
0.625"
5/16"
Zinc-1
3500
S-MD 12-24xl 1/4 HWH #5
1/2"
0.250"
0.500"
7/16"
0.437"
5/16"
Zinc-1
4000
S-MD 12-24xl 114 HWH #5 Kwik-Cote
1/2"
0.250"
0.500"
5/16"
0.313"
5/16"
KwikCote
4000
S-MD 12-24x2 HWH 05 Kwik-Cote
1-1/4"
0250"
0.500"
1-3/16"
1.187"
5/16"
KwikCote
2000
S-MD 12-24x3 HWH #5 Kwik-Cote
2-1/4"
0.250"
0.500"
2-3/16"
2.187"
5/16"
Km2te
1000
S-MD 12-24xl 1/4 HWH #5 Kwik-Cote
Bond Washer
1/2"
0.250"
0.500"
5/16"'
0.313
5/16"
KWkCote
2500
1 Refer to Figure in Section 3.6.1.5.
2 For coaling abbreviations, Zinc-1 = EN/ISO 4042 A9F: Kwik Cote = Proprietary Coating. Section 3.622. For more information on corrosion resistance, reference
Section 3.6.1.6.
Single self -drilling screws - heavy gauge metal applications
Thread
Drilling rapacity
Maximum total
I
I
Description
length
Min I Max
thickness (MT)'
!!
Recess
Coating'
Box My
Decking Screws (Plywood to Framing)
S-WD 8-18xl 5116 PFH #3
1/2"
0.050"
0.140"
1/2"
0.500"
PHL #2
BP
6000
S-WD 8-18x1 15/16 PFH #3
5/8"
0.050"
0.140"
3/4"
0.750"
PHL #2
BP
4000
S-WD 10-24xl PWH #3
3/4"
0.050"
0.175"
5/8"
; 0.625"
PHL 02
7inc-1
6000
S-WD 10-24x1 1/4 PWH #3
1"
0.050"
0.175"
7/8"
- 0.876"
PHL 02
Zinc-1
5000
S-WD 10-24xl 1/213WH #3
1-1/4"
0.050"
0.175"
1-1/8"
` 1.125"
PHL 02
Zinc-1
3500
mngeu Reamer woos unit screws
S-W W 10-24x1 7/16 PWH #3 wings
1"
0.050"
0.175"
3/4"
0.750"
PHL #2
Zinc-1
4000
S-WW 12-24x2 PFH #4 wings
1�/8"
0.050"
0232"
1-1/4"
1250"
PHL#2
Zinc-1
2000
S-W W 12-24x2112 PFH #4 wings
2"
0.0501,
0232"
1-3/4"
1 1.750"
PHL #2
Zinc-1
1500
S-W W 14-20x2 314 PFH #4 wings
2-1/4"
0.050"
0250"
1 2"1
2.000"
PHL #2
Zinc-1
1000
1 Refer to Figure in Section 3.6.1.5.
2 For coating abbreviations, Zinc-1 = EN/ISO 4042 A3F: GP - Grey Phosphate. For more Information on corrosion resistance, reference Section 3.6.1.6.
Waning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel fasteners are not recommended
for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information,
contact HIM Technical Support at 1-877-749-6337.
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•
Drywall applications (drywall to steel, framing and lathing screws)
Description
Coating'
Box qly
'', AppOcaticn
6 x 1 PBH SD2
DGP
10,000
Fastening Drywall, plywood, insulation,
etc. to metal studs from 14 ga to 20 ga
6 x 1 PBH SD Z2
Zinc
10.000
6 x 1-1/8 PBH S02
DGP
10,000
6 x 1-1/8 PBH SD Z2
Zinc
10,000
6 x 1-1/4 PBH SDr
DGP
8,000
6 x 1-1/4 PBH SD Z2
Zinc
8,000
6 x 1-1/4 PBH SD CRC2
CRC
6,000
6 x 1-5/8 PBH SD'
DGP
5,000
6 x 1-5/B PBH SD Z2
Zinc
5,000
6 x 1-7/8 PBH SDr
DGP
4,000
6x1-7/8 PBH SD Z2
Zinc
4,000
6 x 1-7/8 PBH SD CRC2
CRC
4,000
6 x 2 PBH SD2
GP/DGP
4,000
6 x 2 PBH SD Z2
Zinc
4,000
8 x 2-3/8 PBH SD
GP
2,500
8 x 2-3/8 PBH SD zinc
Zinc
2,500
8x2-5/8 PBH SD
GP
1,600
8 x 2.5/8 PBH SD zinc
Zinc
1,600
8 x 3 PBH SD
GP
1,400
8 x 3 PBH SD zinc
Zinc
1,400
7 x 7/16 PPFH SD Framer
GP
10,000
Fastening stud to track
from 14 ga to 20 ga
7 x 7/16 PPFH SD Fanner Zinc
Zinc
10,000
8 x 1/2 PPH SD Framer Zinc
Zinc
10,000
10 x 5/8 PPCH SD Framer
Zinc
7,500
10 x 3/4 PFTH SD Framer Zinc
Zinc
7,500
10 x 3/4 PTH SD Framer Zinc
Zinc
5.000
8 x 112 PTH SD Lathing Zinc
Zinc
10,000
Fastening wire lath to 14 ga to 20 ga
8 x 3/4 PTH SD Lathing Zinc
Zinc
10,000
8 x 1 PTH SD Lathing Zinc
Zinc
8.000
8 x 1-1/4 PTH SD Lathing Zinc
Zinc
8.000
6 x 1-5/8 SFH SD
DGP
5,000
Fastening wood trim and base
to 14 ga to 20 ga studs
6 x 2-1/4 SFH SD Zinc
Zinc
3,000
1 For coating abbreviations, GP -Gray phosphate per EN ISO 3892; DGP - Dark Grey phosphate per EN ISO 3892; Zinc - electroplated zinc coating CRC -
Proprietary Duplex Coating. For more Information on corrosion resistance, reference Section 3.6.1.6.
2 Available In both single screw and collated screws.
The importance of IBC compliant screws.
ICC-ES ESR-2196 (Steel and Metal screw report) and ESR-3891 Anterior Finish/Drywall screw report) provides IBC recognition of
Hilti's Self -Drilling Screw Fasteners. This recognition was based on a comprehensive and rigorous independent evaluation of Hilti's
Self -Drilling Screw Fasteners to the latest IBC code requirements in [CC -ES AC118 Acceptance Criteria for Self -Tapping Screw
Fasteners, as well as the AISI S904 and AISI S905 test standards.
AC118 provides the IBC code recognition and quality assurance for screw fasteners. ICC-ES ESR-2196 recognizes Steel and
Metal Hilti screws which are used to connect cold -formed steel members together. ICC-ES ESR-3891 recognizes Interior Finish/
Drywall screws which are used to connect gypsum board materials to cold -formed steel base material cover the HWH, HHWH,
PPH, PPFH, PBH, PWH, PTH, PPCH, TPCH and PFTH head style Hilti screws.
To ensure IBC compliance of screws on your next project, reference ESR-2196 and ESR-3891.
194