HomeMy WebLinkAboutEVALUATION REPORTICC-ES Evaluation Report ESR-1799
Reissued June 2016
This report is subject to renewal June 2017.
www.ice-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Councit°
DIVISION: 03 00 00—CONCRETE
Section: 03 16 00—Concrete Anchors
DIVISION: 04 00 00—MASONRY
Section: 04 05 19.16—Masonry Anchors
DIVISION: 05 00 00--METALS
.�
Section: 05 05 23—Metal Fastenings
Q "V
C
DIVISION: 09 00 00—FINISHES
Section: 09 2216.23—Fasteners
UO
m�
REPORT HOLDER:
V
ITW RAMSET
700 HIGH GROVE BOULEVARD
GLENDALE HEIGHTS, ILLINOIS 60139
(800) 726-7386
www.ramset.com
fechsuouorw.itwccria.com
ADDITIONAL LISTEE:
ITW BRANDS —DUO -FAST
955 NATIONAL PARKWAY, SUITE 95500
SCHAUMBURG, ILLINOIS 60173
(847) 944-7728
bran dscs@ltwbrands corn
EVALUATION SUBJECT:
RAMSET AND DUO -FAST POWER -ACTUATED
FASTENERS AND CEILING CLIP ASSEMBLIES
1.0 EVALUATION SCOPE
Compliance with the following codes:
M 2012, 2009 and 2006 International Building Code (IBC)
m 2012, 2009 and..-2006 International Residential Code
(IRC)
ME 2013 Abu Dhabi International Building Code (ADIBC)t
'The ADIBC Is based on the 2009 IBC.,2009 IBC code sectors referenced
in this report are the same sections in the ADIBC.
Property evaluated:
Structural
2.0 USES
Ramset and Duo -Fast 1500, 1600 W. TE Series fasteners
and SP Series Power Point fasteners areused for
general fastening of building Components to normal -weight
concrete, sand -lightweight concrete, sand -lightweight
concrete filled steel deck panels, concrete masonry and
structural steel substrates. The fasteners are used as
alternatives to cast -in -place concrete anchors described in
2012 IBC Section 1908 (2009 and 2006 IBC Section 1911)
for placement in concrete; to the embedded anchors
described in Section 2.1.4 of TMS 402/ACI 530/ASCE 5
(which is referenced in IBC Section 2107); and to the
welds and bolts used to attach to steel, described in ISC
Sections 2204.1 and 2204.2. The fasteners may also be
used where an engineered design is submitted in
accordance with IRC Section R301.1.3.
Ramset SDC, SPC and TEC ceiling clip assemblies are
used to attach wire for suspended ceilings to the
supporting stmcture above. The ceiling clip assemblies are
used as alternatives to cast -in -place concrete anchors
described in 2012 IBC Section 1908 (2009 and 2006 IBC
Section 1911); and may also be used where an engineered
design is submitted in accordance with IRC Section
R301.1.3.
3.0 DESCRIPTION
3.1 General:
See the tables in this report for shank descriptions and
nominal shank diameters. The fasteners are available in
various lengths to achieve embedment depths as noted in
Tables 1 through 8.
3.2 Ramset and Duo -Fast 1500 Series Fasteners:
The 1600 series fasteners are manufactured from steel
Complying with ASTM A510, Grade 1060 or 1062, and
austempered to a Rockwell 'C' core hardness of 52 to 56
for smooth -shank fasteners and 54 to 56 for knurled -shank
fasteners.
The 1500 series fasteners have a nominal shank
diameter of 0.145 inch (3.7 mm) and a nominal head
diameter of 0.3 inch (7.6 mm). All of the 1500 series
fasteners have a zinc -plated finish, except for the smooth -
shank 15068 and 1508E fasteners, which have a black
oxide finish. The 15063 and 1508E fasteners are limited to
installation in normal -weight concrete.
3.3 Ramset 1600 W Series Fasteners:
The 1600 W series fasteners are manufactured from steel
wire complying with ASTM A510, Grades 1060 or 1062,
and austempered to Rockwell 'C' core hardness of 52 to
56 for smooth -shank fasteners and 54 to 56 for knured.
shank fasteners.
The 1600 series fasteners have a nominal shank
diameter of 0.145 inch and t/4-20 threads on the end of the
71,v,A na ma w,by
Copyright 02016 ICC Evaluation service, LLC. All rights reserved.
Deleted by City of Los Angeles
LLC.pmn, a,
1.f.C. e+Prerr or inpliul, a< lC• I
Page 1 ofif
ESR-1799 I Most Widely Accepted, 4 v,led Page 2 of 8
fasteners to be used with a nut and washer. The 1600 W
series fasteners have a zinc -plated finish.
3.4 Ramset and Duo -Fast SP Series Power Point
Fasteners:
The SP Series Power Point fasteners are straight or
stepped shank series fasteners manufactured from steel
wire complying with ASTM A510, Grade 1060 or 1062. and
austempered to a Rockwell "C" hardness of 55 to 56.
The SP Series Power Point fasteners have a head
diameterof 0.3 inch (7.62 mm). Fasteners having nominal
shank'ierigths of rle inch and less have a smooth, straight,
nominally 0.150-inch diameter shank. Fasteners having a
nominal stank length of 1 inch or longer have a smooth,
stepped stank with a nominally 0.150-inch diameter shank
at the tapered end and a nominally 0.180-inch diameter
shank at the headed end. The SP Series Power Point
fasteners have a zinc -plated finish.
3.5 Ramset and Duo -Fast True Embedment (TE)
Series Fasteners:
The TE series fasteners are straight and tapered shank
fasteners manufactured from steel wire complying with
ASTM A510, Grade 1070, and austempered to a Rockwell
°C" hardness of 55 to 58.
The TE series fasteners have a head diameter of
0.32 inch (8.1 mm). The smooth shank fasteners have a
tapered point and a nominal straight shank diameter of
0.157 inch. The knurled fasteners have a straight shank
With a nominal diameter of 0.157 inch. The TE series
fasteners have a zinc -plated finish.
3.6 Ramset Ceiling Clip Assemblies:
Ramset ceiling dip assemblies are comprised of a power -
actuated fastener with a premounted steel clip. See Figure
4.
3.6.1 SDC 100 and SDC 125 Ceiling Clip Assemblies:
The fasteners used in the SDC 100 and SDC 125 ceiling
clip assembles are 1500 series, smooth, straight shank
fasteners, described in Section 3.2, with shank lengths of
1 inch and 1% inches (25.4 and 31.7 mm), respectively.
The clip angles:have a 120-degree-angle between the leg.
of the dip and are manufactured from 31,inch-wide steel
strips conforming to ASTM A653 FS Type B and having a
h8s6metal itiokness of o.D74 inch (1,88 min). One lei of
Pe,dip Is T, inch long. (23 rnm) and the: dppgsite°.-ieg is
a dimple formed in the longer leg of the clip angle. The
other leg has a hole with a nominal diameter of 0.335 inch
(8.5 mm) through which the ceiling wire is attached.
3.6.2 SPC 78 and SPC 114 Ceiling Clip Assemblies:
The fasteners used in the SPC 78 and SPC 114 ceiling clip
assemblies are SP series Power Point smooth, straight
shank fasteners, described in Section 3.4, with shank
lengths of 7/a inch and 1% inches (22 and 31.7 mm),
respectively. The clip angles have a 90-degree angle
between the legs of the clips and are manufactured from
3/a-incfi wide (19.1 mm). No. 14 gage [0.0747 inch
(1.90 mm) base -metal thickness], steel strips conforming to
ASTM-A653 CS Type B. One leg of the clip is 1 inch long
RSA Alm), and the opposite leg is 3/4 inch long (19.1 mm).
The fasteners are inserted through an eyelet which is
inserted through the hole in the 1-inch-long (25.4 mm) leg
of the clip. The eyelet is manufactured from 5052-0 grade
aluminum having a thickness of 0.032 inch (0.81 mm). The
3/4-inch-long (19.1 mm) leg has a hole with a nominal
diameter of 0.313 inch (8.0 mm) through which the ceiling
wire is attached.
3.6.3 TEC100 Ceiling Clip Assemblies: The fastener
used in the TEC100 ceiling clip assemblies is the TE series
smooth shank fastener, described in Section 3.5, with a
shank length of 1 inch (25.4 mm). The clip angle and
eyelet are the same as for the SPC 78 and SPC 114
ceiling clip assemblies described in Section 3.6.2.
3.7 Substrate Materials:
3.7.1 Structural Steel: Structural steel used in supports
must comply with the minimum requirements of ASTM A36
(see Table 4), ASTM A572 Grade 50 or ASTM A992
(see Table 5), and must have thicknesses as noted in
Table 4 or 5.
3.7.2 Normal -weight Concrete: Normal -weight concrete
must be stone -aggregate and comply with IBC Chapter 19
or IRC Section R402.2, as applicable. The minimum
concrete compressive strength at the time of fastener
installation is noted in Tables 1 and 7.
3.7.3 Sand -lightweight Concrete: Sand -lightweight
concrete must comply with IBC Chapter 19. The minimum
concrete compressive strength at the time of fastener
installation is noted in Tables 2, 3 and 8.
3.7.4 Steel Deck Panels: Steel deck panels must
conform to a code -referenced material standard, with the
minimum thickness and minimum yield strength noted in
Tables 3 and 8. See Figure 1 for panel configuration
requirements.
3.7.5 Concrete Masonry: The CMtfs must be 8-inch-
thick, normal weight blocks conforming to ASTM C90.
Mortar must be Type S mortar complying with IBC Section
2103. Grout must be coarse grout complying with IBC
Section 2103.
4.0 DESIGN AND INSTALLATION
4.1 Design
4.1.1 Allowable Loads: The most critical applied loads,
excluding seismic load effects, resulting from the load
combinations in IBC Section 1605.3.1 or 1605.3.2 must not
exceed the allowable loads described in this section. For
fasteners which are subjected to seismic loads, see.
Section 4.1.3 for additional information.
The allowable shear and tension (pullout) values in the
tables of this report are for use in allowable stress design
(ASD). The allowable loads apply to the connection of the
fasteners to the specified base materials only, and limit
stales such as pull -over and lateral bearing, which are
governed by the properties of attached materials, are
outside the scope of this report. Design of the connection
to the attached material must comply with the applicable
requirements of the IBC. The stress increases and load
reductions described in IBC Section 1605.3; must not be
allowed for wind loads acting alone or combined with
vertical loads. No adjustment is allowed for vertical loads
acting alone.
The allowable shear and tension values for the Ramset
and Duo -Fast fasteners driven into normal -weight concrete
are shown in Table 1. Allowable shear and tension values
for these fasteners driven into sand -lightweight concrete
are shown in Table 2. Allowable shear.and tension values
for these fasteners driven into sand -lightweight concrete
filled steel deck panels are shown in Table 3. Allowable
shear and tension values for these fasteners driven into
steel are shown in Tables 4 and 5. Allowable shear and
tension values for these fasteners driven into concrete
masonry are shown in Table 6.
The allowable shear and tension values for the ceiling
clip assemblies installed in normal -weight concrete are
shown in Table 7. Allowable shear and tension values for
the ceiling clip assemblies installed through steel deck
ESR•1799. I Most Widely Accepted - gusted Page 3 of e
panels and into the sand -lightweight concrete fill of the
metal steel deck panel are shown in Table 8.
The allowable loads for fasteners subjected to combined
shear and tension loads must be determined using the
following equation:
(PIP,) + (vlV,) 5 1
where:
p = Actual tension load, Ibf (N).
Pa = Allowable tension load, Ibf (N).
v = Actual shear load, Ibf (N).
V. = Allowable shear load, Ibf (N).
4.1.2 Wood to Steel or Concrete: Reference lateral
design values for nails, determined in accordance with Part
11 and Table 11 N of the ANSI/AWC NDS, are applicable
to Ramset fasteners of equal or greater diameters. The
wood element must be considered to be the side member.
The fastener bending yield strength used in determination
of the connection capacity is allowed to be taken as the
value noted in the footnotes to Table 11N of the NDS,
based on the shank diameter of the Ramset fastener.
Under the 2012 and 2009 IBC and IRC, the fasteners
may be used in contact with fire -retardant -treated wood in
dry, interior locations only, in accordance with IBC Section
2304.9.5.4, IRC Section R317.3.4 and ITW Ramset's
recommendations. Use of fasteners in contact with
preservative -treated wood or in contact with fire -retardant -
treated wood in exterior applications is outside the scope
of this report
Under the 2006 IBC aad-IRG, use of fasteners in contact
with preservative -treated wood or fire -retardant -treated
wood is outside the scope of this report.
4.1.3 Seismic Considerations: The fasteners are
recognized for use when subjected to seismic loads as
follows:
1. The Ramset and Duo -Fast fasteners may be used
with nonstructural components listed in Section 13.1.4
of ASCE 7, which are exempt from the requirements
of ASCE 7.
2. Concrete Base Materials: The fasteners installed in
concrete base materials may be used to support
acoustical tile or lay -in panel suspended ceiling
systems, distributed systems and distribution systems
where the service load on any individual fastener
does not exceed the lesser of 90 Ibf (400 N) or the
published allowable load in Tables 1, 2, 3,7, and 6, as
applicable.
3. Steel Base Materials: The fasteners installed in steel
may be used for attaching nonstructural components
where the service load on any individual fastener
does not exceed the lesser of 250 Ibf (1112 N) or the
published allowable load shown in Tables 4 and 5, as
applicable.
nonstructural walls are limited to locations where
bearing walls, shear walls or braced walls are not
required by the approved plans. The design load on
the fastener must not exceed the allowable load
shown in Tables 1 through 5, as applicable.
4.2 Installation:
The fasteners must be installed in accordance with this
report and the ITW Ramset installation instructions. A copy
of these instructions must be available on the jobsite at all
times during installation.
A low -velocity, powder -actuated fastening tool,
recommended by ITW Ramset or ITW Brands - Duo -Fast,
must be used to install the fasteners. The fastener
penetration, spacing and edge distances must be as noted
in the tables of this report.
5.0 CONDITIONS OF USE
The ITW Ramset and ITW Brands - Duo -Fast power -
actuated fasteners and ceiling dip assemblies 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:
6.1 The fasteners must be manufactured and identified in
accordance with this report.
5.2 Fastener installation complies with this report and
ITW Ramset or ITW Brands - Duo -Fast published
installation instructions. In the event of a conflict
between this report and the published installation
instructions, this report governs.
5.3 Calculations demonstrating that the applied loads are
less than the maximum allowable loads described in
Section 4.1.1 must be submitted to the code official.
The calculations must be prepared by a registered
design professional where required by the statutes
of the jurisdiction in which the project is -to be
constructed.
5.4 Refer to Section 4.1.3 for seismic considerations.
6.5 The minimum concrete thickness must be three times
the fastener embedment in concrete, except where
noted otherwise in this report.
5.6 The use of fasteners is limited to uncracked concrete.
Cracking occurs when 11 > fr due to service loads or
deformations.
5.7 Installation must be limited to dry interior
environments, which include exterior walls which are
protected by an exterior wall envelope.
5.8 Refer to Section 4.1.2 regarding the use of fasteners
in contact with preservative -treated or fire -retardant -
treated.
6.0 EVIDENCE SUBMITTED
Data in accordance with the [CC -ES Acceptance Criteria
for Power -actuated Fasteners Driven into Concrete, Steel
and Masonry Elements (AC70), dated April 2015.
4. Interior, Nonstructural Walls: For interior, 7.0 IDENTIFICATION
nonstructural walls that are not subject to sustained The containers of the fasteners are labeled with the
tension loads and are not a bracing application, the company name (ITW Ramset or ITW Brands - Duo -Fast);
power -actuated fasteners described in Section 3.0 the fastener product name, length, catalog number, and
may be used to attach steel (rack to concrete or steel quantity; the evaluation report number (ESR-1799); and
in all Seismic Design Categories, In Seismic Design the manufacturing date. In addition, the ITW Ramset 1500
Categories D, E and F. the allowable shear load due series and SP series fasteners are identified by the letter
to transverse pressure must be no more than -R° stamped into the fastener head, the ITW Brands -
90 pounds (400 N) when attaching to concrete; or DUO -FAST 1500 series and SP series fasteners have a
250 pounds (1,112 N) when attaching to steel. semi -circle stamped on the fastener head and the TE
Substantiating calculations must be submitted Series fasteners have the nominal length marked on the
addressing the fastener -to -base -material capacity and fastener head. See Figure 3.
the fastener -to -attached -material capacity. Interior
Deleted by City of Los Angeles
ESR-1799 I Most Widely Accepted ���-rusted Page 4 of 8
TABLE 1—ALLOWA13LE TENSION AND SHEAR VALUES FOR FASTENERS
INSTALLED IN NORMAL -WEIGHT CONCRETE' (Ibf)
PART
NOMINAL
SHANK
MINIMUM
MINIMUM
MINIMUM
CONCRETE COMPRESSIVE STRENGTH .(psi)
NUMBER
SHANK
DESCRIPTION
EMBEDMENT
SPACING
EDGE
2000 psi
4000 psi
6000 psi
SERIES
DIAMETER
DEPTH
(inches)
DISTANCE
Tension
Shear
Tension
Shear
Tension
Shear
(Inch)
(Inches)
(Inches)
1500
1/.
50
66
100
104
—
—
and
0.145
Smooth-
1
5 1
3.2
152
166
157
182
—
—
1600 W
straight
1,/4 -
159
265
179
267
—
—
1v2
154
340
209
342
—
—
SP
0.150
Smooth-
3/.
5.1
32
—
—
150
105
81
82
straight
Smooth-
1
164
200
243
175
189
210
SP
0.150I0.180
ill.
5.1
3.5
207
230
298
218
213
305
stepped
1'/,
—
—
384
391
239
594
Smooth-
314
71
116 -
71
116
109
117 -
TE
0.157
tapered
1
6.1
2.75
197
216
258
216
214
383
1'/,
264
283
377
317
415
349
Far SI: 1 inch = 25,4 mm, 1 Ibf = 4A5 N, 1 psi = 6.89 kPa.
'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness
must be three times the fastener embedment into the concrete.
TABLE 2—ALLOWABLE TENSION AND SHEAR VALUES FOR FASTENERS
INSTALLED IN MINIMUM 3000 psi SAND -LIGHTWEIGHT CONCRETE'
PART
NOMINAL
SHANK
MINIMUM
MINIMUM
MINIMUM EDGE
TENSION
SHEAR
NUMBER
SHANK
I
DESCRIPTION
EMBEDMENT
SPACING
DISTANCE (inches)
(Ibf)
(Ibf)
SERIES
DIAMETER
DEPTH (Inches)
(inches)
(inch)
34
167
179
1500kO.145
Smooth -straight
4
32
200
228400
1�4
1'y
391
410
1
226
250
SP
0
Smooth -stepped
1'!�
4
3.5
329
377
406
380
152
159
TE
0.157
Smooth4apered
t±/e
5.1
3.0
358
437
466
478
For SI: 1 inch = 25.4 ram, 1 Ibf= 4A5 N, 1 psi = 6.89 kPa.
'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness
must be three times the fastener embedment into the concrete, unless noted otherwise.
I ,
ESR-1799 ( Most Widely Accopfed !iusled Page 5 of 8
TABLE 3—ALLOWABLE TENSION AND SHEAR VALUES FOR FASTENERS
INSTALLED THROUGH METAL DECK INTO MINIMUM 3000 psi SAND -LIGHTWEIGHT CONCRETE'
PART NOMINAL
SHANK
MINIMUM
MINIMUM
3-INCH DEEP W
1%-INCH DEEP B TYPE STEEL DECK't
NUMBER SHANK
DESCRIPTION
EMBEDMENT
SPACING
TYPE STEEL DECK
Upper Flute
Lower Flute
SERIES DIAMETER
DEPTH
(inches)
Tension
Shear
Tension
Shear
Tension
Shear
(inch)
(inches)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
76
260
1500 0.145
Smooth -straight
1
4
134
265
1'/<
157
269
233
346
1
119
336
SP 0.15010.180
Smooth -stepped
0,
4
175
372
-
-
-
-
1'l,
179
426
'!q
106
265
131
261
154
307
TE 0.157
Smooth -tapered
5.1
152
327
156
273
138
265
171,
164
330
-
-
-
-
236
448
-
-
For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. 1 psi = 6.89 kPa.
'The fasteners must not. be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness
must be three times the fastener embedment into the concrete, unless noted otherwise.
'The fastener must be installed through the lower flutes of the metal deck with a minimum edge distance of 1'/e inches from the edge of the
steel deck yreba id4 inches (5.1 inches for TE lasteners) from the.end of the deck. Concrete thickness above the deck must be a Minimum of
-3'y inches (2')1 riches for TE Wieners). See Figure 1 of this repofi.
,The steel dedC_must be configured as shown in Figure 1, have 8 minimum base -metal thickness of0:035 inch, and have a minimum yield
strength of 49.5list.
`The fastener must be installed through the upper or lower flutes of the metal deck at the center of the flute and a minimum of 5A inches from
the end of the deck. Concrete thickness above the deck must be a minimum of 21/, inches. See Figure 2 of this report.
sihe steel deck must be configured as shown in Figure 2, have a minimum base -metal thickness of 0.035 inch, and have a minimum yield
strength of 53.5list.
TABLE 4—ALLOWABLE TENSION AND SHEAR VALUES FOR FASTENERS INSTALLED IN ASTM A36 STEEL' (Ibf)
PART
NOMINAE(Inchos)
UM
MINIMUM
STEEL THICKNESS
(inch)
NUMBER
SHANKING
EDGE
4/re
'lq
21e
SERIES
DIAMETEes)
DISTANCE(inch)(inches)
%
e1q
Tension
Shear
Tension
Shear
Tension
Shear
Tenslon
Shear
Tonsion
Shear1500
W
1000 n
0.145'/z
81
373
181
273
397
489
2432
2772
—
1500K
and
0.145'/,
296
636
584
659
6-
1600 WK
SP
0.150'g
385
662
445
477
393
574
948
597
2342
356'
TE
0.757
Knurled
1
'/,
323
606
562
673
934
820
603
766
343'
496e"
for 51: 1 inch = 25A mm, 1 Ibf = 4.45 N.
'Except where noted otherwise in this table, the allowable load values shown are for fastenings that have the entire pointed end of the fastener driven
through the steel plate.
'Fastener penetration into steel must be a minimum of 7/16 inch.
3Fastener penetrator into steel must be a minimum of inch,
TABLE 5—ALLOWABLE LOADS FOR FASTENERS INSTALLED IN ASTM A572 GRADE 50 OR ASTM A992 STEEL' (Ibf)
PART
NUMBER.
SERIES
NOMINAL'
SHANK
DIAMETER
(inch)
TYPE
OF .SPACING-
SHANK
MINIMUM
(inch)
MINIMUM
EDGE
DISTANCE
I (inch)
_
_ _ STEEL THICKNESS
..,. _.
(Inch) -
9/ta -
i)q
- 3fe
'fe
2df4
-
Tension
-Shear
tension
Shear.
Tonsion
Shear
tension
Shear
Tansionj
Shear
1500K
and
1600WK
0.145
Knurled
1
Y,
260
499
579
725.
3832
595'
—
—
—
—
SP
0.150
Smooth
1
11,
356
569
554
637
604
602
8143
8202
243'
381'
TE 1
0.157 lKnurled
1
16
442
676
630
662
760
725
- 582
532
3112
' 4672
For S1: 1 inch = 25.4 mm, 1 Ibf = 4.45 N.
'Except where noted otherwise in this table, the allowable load values shown are for fastenings that have the entire pointed end of the fasteners driven
through the steel plate.
2Faslener penetration into the steel must be a minimum of o/e inrh-
3Fastener penetration into the steel must be a minimum of /2 inch.
'Fastener penetration into the steel must be a minimum of'l,e inch.
ESR-1799 I Most Widely Accepted 'Usfed Page 6 of 8
TABLE 6—ALLOWABLE LOADS FOR FASTENERS DRIVEN INTO CONCRETE MASONRY UNITS'''
PART
SHANK
MINIMUM
HOLLOW UNGROUTED CMU
GROUT -FILLED CMU
NUMBER
SERIES
DIAMETER
(Inch)
EMBEDMENT -
(inch)
Face Shell'
Mortar Joint`
Face Shell'
Mortar Joint'
Top of
Grouted CeiP'°
Tension
Shear'
Tension
Shear'
Tension
Shear'
Tension
Shear=
Ten.l.n
Shear'
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
(Ibf)
TE
0.157
1
33
100
42
68
139
145
91
127
ins
171
For SI: 1 inch =25A mm.1 lbf=4.4 N.
'See Section 3.7.5 for CMU, morlarand grout requirements.
21=asteners most be installed a minimum of 5.1 inches from the end of the wall.
'Fasteners must be installed at the center of the CMU cell. No more than one fastener may be installed in an individual CMU cell.
Applicahie (b fasteners Ins(ailed;in the horizontal tnonar)oiryt{bed joigt). Minimum fastener spacing must he 5.1 inches.
°Allowable she'aridad value applies to load applied perpendicular to the mortarjoint.
"Fastener must be. installed vertically at the top; center of:groutedcell.
'Shear load can be in any direction perpendicular to life axis of the fastener.
TABLE 7—ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES
INSTALLED IN NORMAL -WEIGHT CONCRETE' (Ibf)
PART
NUMBER
NOMINAL
SHANK
DIAMETER
(inch)
MINIMUM
EMBEDMENT
DEPTH
(inches)
MINIMUM
SPACING
(inches)
MINIMUM
EDGE
DISTANCE
(Inches)
CONCRETE COMPRESSIVE STRENGTH
4000 psi
6000 pI1
Tension
Shear
-
Tension
Shear
SDC100
0.145
're
4
3.2
115
120
SDC125
0.145
1'l,
4
3.2
130
167
—
—
SPC78
0.150
'!.
5.1
3.2
155
188
150
153
SPC114
0.150/0.180
1 `/e
5
3.5
127
226
169
300
-TEC700
0,157
',
5.1 1
3.5 1
207
—
—
-
For Si: Winch =25A mm,t Ibf =4.45 N,1 psi =6.89 kPa
'The fasteners must not be driven until the concrete has reached the designated minimum compressive strength. Minimum concrete thickness must be
three times the fastener embedment Into the concrete.
TABLE e—ALLOWABLE TENSION AND SHEAR VALUES FOR CEILING CLIP ASSEMBLIES
INSTALLED IN MINIMUM 3000 psi SAND -LIGHTWEIGHT CONCRETE FILLED STEEL DECK PANEL''' (Ibf)
PART
NUMBER
NOMINAL
SHANK
DIAMETER
(inch)
MINIMUM
EMBEDMENT
DEPTH
(inches)
MINIMUM
SPACING
(Inches)
FASTENER INSTALLATION LOCATION AND LOADING CONDITION
Lower Flute
Tension
Lower Flute
Shear
Upper Flute
Tension
Upper Flute
Shear
SDC100
0.145
1/4
4
67
237
104
310
SOC125
0.w
114
4
94
276
106
319
SPC78
0.150
�!e
4
59
202
_ 84
324
SPC714
0.150l0.180
1'/°
4
157
272
180
334-
TEC700
- 0.157
'/°
5.1
86—
--
For SI: 1 inch = 25.4 mm. 1 Ibf = 4.45 N,"1 psi = 6.89 kPa.
- i nesreer a= panel must oe Coni°JU[ed 8ssffovm in Figure 1 and
49.5 kSL
trlininlum concrete tbickneas'above
with a -minimum edge
imum Yield strength or
r
ESR-1799 ( Most Widely Accepted rusted
ousted Page 7 of 8
3,000 psi LIGHTWEIGHT CONCRETE STEELDECK
I
c')
DIRECTION OF SHEAR LOAD
For SI: 1 inch = 25.4 mm.
See Tables 2 and 6.
t = 3'1T for 1500 and SP Series Fasteners (See Table 3)
t = 3'12" for SDC100. SDC125, SPC78, and SPC114 (See Table 8)
1= 2'/." for TE Series Fasteners (See Tables 3 and 8)
FIGURE 1—FASTENER INSTALLATION LOCATION IN SAND -LIGHTWEIGHT CONCRETE FILLED 3 INCH DEEP STEEL DECK
3OMPs1 LIGHTWEIGHT CONCRETE
3-1/2'
2-1/2'
6-
STEEL
718-^►� �w— FASTENER 1-314"�—
FIGURE 2—FASTENER INSTALLATION LOCATION IN SAND -LIGHTWEIGHT CONCRETE FILLED 1'li INCH DEEP STEEL DECK
ESR-1799 I Most Widely Accepted J �rusled ' Page B of 8
(a, (0-
SDc
TE FASTENERS
r.
I jr
ITWRAMSET 17W BRANDS —DUO -FAST
FIGURE 3—FASTENER MARKING
FIGURE 4—RAMSET CEILING CLIP ASSEMBLIES
SPC
A`ta,
Y1 ,
ICC-ES Evaluation Report ESR-1799 CBC and CRC Supplement
Reissued June 2016
This report is subject to renewal June 2017.
www.ice-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council
DIVISION: 03 00 00—CONCRETE
Section: 0316 00—Concrete Anchors
DIVISION: 04 00 00—MASONRY
Section: 04 05 19.16—Masonry Anchors
DIVISION: 05 00 00—METALS
Section: 05 05 23—Metal Fastenings
DIVISION: 09 00 00—FINISHES
Section: 09 22 16.23—Fasteners
REPORT HOLDER:
ITW RAMSET
700 HIGH GROVE BOULEVARD
GLENDALE HEIGHTS, ILLINOIS 60139
www.mmset.com
techsuupdrtpre mset.com
EVALUATION SUBJECT:
RAMSET AND DUO -FAST POWERACTUATED FASTENERS AND CEILING CLIP ASSEMBLIES
1.0 REPORT PURPOSE AND SCOPE
Purpose:
The purpose of this evaluation report supplement is to indicate that Ramsel and Duo -Fast PowerActuated Fasteners and
Ceiling Clip Assemblies, recognized in [CC -ES master evaluation report ESR-1799, have also been evaluated for
compliance with the codes noted below.
Applicable code editions:
Q 2013 California Building Code (CBC)
■ 2013 California Residential Code (CRC)
2.0 CONCLUSIONS
2.1 CBC:
The Ramset and Duo -Fast PowerActuated Fasteners and Ceiling Clip Assemblies, described in Sections 2.0 through 7.0 of
the master evafuati6tl repot. ESR-1799, comply with CBC Chapters 19, 19A, 22, and 22A, provided the design and
installation are in accordance with the 2012 International Building Codee provisions noted in the master report and the
addifionat requirements of Cf3C Chapters 19, 19A, 22 and22A, as applicable.
2.2 CRC:
The Ramset and Duo -Fast PowerActuated Fasteners and Ceiling Clip Assemblies, described in Sections 2.0 through 7.0 of
the master evaluation Sepott'ESR-1799 comply with the CRC, provided the design and installation are in accordance with
the 2012 Intemallottal Residential Code provisions noted in the master report
This supplement expires concurrently with the master report, reissued June 2016.
iCC hI' lirnhrgrlun Hepgru ars nm m be.,slro dos rrprrsenGng aes+hnier or gnynlherq!/ribvk+ nnrspeef,mllygddr.snd. nor are /bey ro he crmnrged
man endarsemm/ oftho sobjret oJShe repod or a rerammeMa+iun fur rtnde. i'here Is no ,,among bylCC ldmSmtwo &,ke. IlC, elpre. or bnplled, m
loanyfimlingorurhnman,M do, gon, orar ra anyProd+m.ry dby the rtpod.
copyright 0 2016 ICC avalua0an Service, LLC. All rights reserved. Page 1 .11