HomeMy WebLinkAboutAPPROVED NOA 19-0429.04 (Rack Anchoring)p� MIAMIDADE COUNTY
.PRODUCT CONTROLSECTION
11805 SW 26 Street, Room 1:
)EPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 331752474
OARD AND CODE ADMINISTRATIONDIVISION T (786)91 :• '•
'*;OTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy
MKT Fastening, LLC
# 1 Gunnebo Drive
Lonoke, AR 72086
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Sup-R-Stud+ Wedge Anchor
APPROVAL DOCUMENT: Drawing No. 1, titled "Sup-R-Stud+", sheets 1 through 4 of 4, dated
12/16/2010, prepared by MKT Fastening, LLC, signed and sealed by Lee W. Mattis, P.E. on 09/22/2016,
bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and
expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each box shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved or MDCPCA", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,
then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 16-0203.03 and consists of this page 1, evidence pages E4 and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 19-0429.04
Expiration Date:
Approval Date:
Page 1
MKT Fastening, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA # 16-0203.03"
1. Drawing No. 1, titled "Sup-R-Stud+", sheets 1 through 4 of 4, dated 12/16/2010,
prepared by MKT Fastening, LLC, signed and sealed by Lee W. Mattis, P.E. on
09/22/2016 M
B. TESTS "Submitted under NOA # 10-0928.01 "
1. Test report on Tension and Shear Strength Design Values of 3/8", 1/2" and 5/8"
diameter Sup-R-Stud+ Wedge Anchors per ACI 355.2 and ASTM E 488,
prepared by CEL Consulting, Test Report No. 1OM195, dated 08/31/2010, signed and
sealed by Lee W. Mattis, P.E.
2. Test report on Corrosion Resistance of Sup-R-Stud+ Wedge Anchors per ASTM G
85, Annex 5 and TAS 114, Appendix E, prepared by Sub -Tropical Testing Service,
Inc, Test Report No. STTS41001, dated 01/16/2011, signed by Mark Mosbat, P.E.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
E. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
F. STATEMENTS "Submitted under NOA # 16-0203.03"
1. Statement letter of code conformance to the Sth edition (2014) FBC issued by CEL
Consulting, dated 01/07/2016, signed and sealed by Lee W. Mattis, P.E.
"Submitted under NOA # 104928.01 "
2. Statement letter of conformance to the FBC 2007 and of no financial interest issued by
CEL Consulting, dated 11/24/2010, signed and sealed by Lee W. Mattis, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No 19-0429.04
Expiration Date:
Approval Date:
E-1
MKT Fastening, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New evidence submitted
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
E. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
F. STATEMENTS
1. Statement letter of code conformance to the 6th eon (2017) FBC issued by CEL
Consulting, dated 04/26/2019, signed and sealed by Lee W. Mattis, P.E.
Carlos M.Utrera, P.E.
Product Control Examiner
NOA No 19-0429.04
Expiration Date:
Approval Date:
MKT ,sup=R-Stud+
Description: The Sup-R-Stud+ anchor is a wedge type anchor designed
for use in uneracked concrete. It consists of a threaded steel stud with a
cone mandrel at the embedded end. A clip expander is fitted on the
mandrel. The anchor is installed by driving into a hole drilled with a
carbide bit of the same nominal diameter as the anchor. The anchor is set
by tightening the nut against an attached fixture, forcing the clip outward
against the concrete hole wall with increasing pressure as the cone
mandrel is drawn upwards, Resistance to withdrawal is developed by a
combination of friction and local crushing of the concrete hole wall.
Anchors bodies are made from UNS G10180 — G10220 with an
electroplated zinc coating in conformance to ASTM 13633, Type III,
Class Fe/Zn 5, SC -I. The expansion clips are made from UNS 830400
stainless steel.
t�s<T our--N-3 ruaa+
fixture
hef=effective embedment
hnero=nnMlnai enbectr ent
ha =min. hole depth
h�v,=min, concrete thickness
da anchor diameter
diameter
INSTALLATION INSTRCJCTI�NS
1 Drill the hole perpendicular to the surface with a carbide tipped bit that meets ANSI B212.15 specification using a rotary hammer drill with percussion. The drill bit
size will be the same as the anchor diameter that is being installed. To assure full holding power do not ream the hole or allow the bit to wobble.
2. Drill the hole a minimum of 1/2" to 1" deeper than the specified embedment but not eloser than two diameters to the bottom (opposite) surface of the concrete.
3. Blow out the hole with oil free compressed air. A clean hole is necessary for proper performance of the anchor.
4, Assemble the nut and washer so that the anchor extends above the nut slightly. Install/hammer the anchor through the material to be fastened.
5, Setting the Sup-R-Stud+ anchors with a torque wrench is recommended for optimum performance.
6. Follow installation instructions. Jf there is any confusion, contact us prior to installation of this product at 800-336-1640
PRODUCT RENEWED Model Size Model Size
as complying with the Florida Number inches Number inches
Building Code
NOA—No. 16-0203.03
Expiration D e 03/03/2021 26382I4 3/8 x 2 114 26583I2 5/8 x 3 1/2
2638234 318 x 2 3/4 2658412 5/8 x 4 1/2
By 2638300 318 x 3 2658500 5/8 x 5
Miami-D Product Control 2638334 3/8 x 3 3/4 2658600 5/8 x 6
2638500 3/8 x 5 2658700 5/8 x 7
''�'gt111E®as�rp�rej 2658812 5/8x8112
2612234 1/2 x 2 3/4 2658100 5/8 x 10
�o�* y� N'``,"a ��� rrrs 2612334 112 x 3 3/4
•� ♦' 2612414 1/2 x 4 1/4
No. 47i97 2612512 112 x 5 1/2
? C 2612700 112 x 7
-O a; STAVE OF .' (AMAW
Y
\
a •
l� W • � Title: Sup-R-Stud+ MKT Fastening, LLC.
7 21((p Drawing No: 1 1 Gunnebo Drive
12/16/10 By: LM Lonoke, AR 72086
Lee W. Mattis, No. 47797 Page 1 of 4
TABLE 1 — SUP-R-STUD+ ANCHOR iNMTALLATION INFORMATIONi
Characteristic
For
Symbol
Units
I Nominal Anchor Diameter (inch)
3/8
112
5/8
Installation Information
Outside diameter
do
in.
3/8
112
5/8
Nominal drill bit diameter
d
in.
3/8
1/2
5/8
Installation torque
Tinst
ft-Ibf
20
40
60
Minimum nominal embedment
depth
hnom
in.
2-7/16
2-9/16
3-3/8
Effective embedment depth
heir
in.
2
2
2-3/4
Critical edge distance
cao
in.
4.112
4-7/8
7-1/2
Minimum edge distance
Cmin
in.
2
2-1/2
2A14
Minimumspacing
smin
in.
2-7/8
3
5-1/4
Minimum concrete thickness
hmin
in.
4
5
5
Anchor Data
Specified yield strength of
anchor steel
fya
psi
899580
85,600
863680
Specified tensile strength of
anchor steel
f„ fa
psi
96,030
89,770
90,470
Effective tensile stress area
Ase,N
in2
0.056
0.109
0,173
Effective shear stress area
Ase v
in'
0.085
0.155
Q.247
SI: 1 inch = 25,4 mm, 1 ft-Ibf = 1.356 N-m, 1 psi = 6.89 Pa, 1 in2 = 645 mm2, 1 lb/in = 0.175 N/mm
'The information presented in this table is to be used in conjunction wlth the design criteria of ACE 318 Appendix D.
q rr
No. 47i97
.a :t STATE OF
y PRODUCT RENEWED
�, as complying with the Florida
'� ;e Building Code
NOA-No. 16-0203X3
1 1 1
f6fill'roduct Control
Title: Sup-R-Stud+ MKT .Fastening, LLC.
Drawing No: 1 1 Gunnebo Drive
12/16/10 By::i,M Lonoke, AR 72086
Page 2 of 4
TABLE 2 - SUP-R-STUD+ ANCHOR CHARACTERISTIC TENSION STRENGTH DESIGN VALUES �oZ,a,
Characteristic
Symbol
Units
Nominal Anchor Diameter (inch)
318
112
1
5/8
Anchor Category
1, 21 or 3
—
1
1
E77771
Effective embedment depth
he,
in.
2
2
2-3/4
Steel Stren
th in Tension (ACI 318 Section D.5.1)4
Tension resistance of steel
Nsa
Ibf
5377
9784
15,651
Strength reduction factor -steel
failure
075
Concrete Breakout
Strength
in Tension
ACI 318 Section D.5.2
Effectiveness facto r-u ncrac ked
concrete
kuncr
—
24
30
30
Strength reduction factor-
concrete breakout failure
(
0.65 (Condition B)
Pull -Out Strength in
Tension ACI
318 Section D.5.3
Pullout resistance uncracked
concrete f'c = 2,500 si
Nan,uncr
IV
See Note 5
Strength reduction factor -pullout
failure
(
J
For St: finch = 25,4 mm, 1 ft-Ibf = 1.356 N-m
The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D.
21nstallation must comply with published instructions and details.
3AII values of 0 apply to the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C
are used, the appropriate value of 43 must be determined in accordance with ACI 318 D.4.5, For reinforcement that
complies with ACI 318 Appendix D requirements for Condition A, the appropriate (P factor must be determined in
accordance with ACI 318 DAA.
4The Sup-R-Stud+ anchor is considered a ductile steel element as defined by ACI 318 DA
SPullout strength does not control design
t`���trt�satr�et,,r
40,
No. 47797
'i„ PRODUCT RENEWED
iO as complying with the Florida
%' Building Code
' NOA-No. 16-0203.03
-�aa � STATE OF
/ONNt ��R`a''��
rus�ltisa %X
11
22114
Title: Sup-R-Stud+ MKT Fastening, LLC.
Drawing No: l 1 Gunnebo Drive
12/16/10 By: LM Lonoke, AR 7286
Page 3 of 4
TABLE 3 - SUP-R-STUD+ ANCHOR CHARACTERISTIC SHEAR STRENGTH DESIGN VALUES i,as
Characteristic
Symbol
Units
Nominal Anchor Diameter inch
318
1/2
518
Anchor Category
11 2, or 3
—
1
1
1
Effective embedment depth
her
in.
2
2
2-3/4
le
—
in.
2
2
2-3/4
da
- -
in.
3/8
1/2
5/8
Steel Strength
in Shear
(ACI 318 Section D.6.1)4,5
Shear resistance uncracked
concrete f'C = 2,500 psi)
Vsa
lbf
3462
5564
10 239
Strength reduction factor
0
—
0.65
Concrete Breakout Strength
in Shear (ACI 318 Section D.6.2)
Strength reduction factor-
concrete breakout failure
—
0.70 (Condition B)
For Sl: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 Wm
The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D.
zlnstallation must comply with published instructions and details.
3AIi values of (P apply to the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C
are used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5. For reinforcement that
complies with ACI 318 Appendix D requirements for Condition A, the appropriate 0 factor must be determined in
accordance with ACI 318 D.4.4.
4The Sup-R-Stud+ anchor is considered a ductile steel element as defined by ACI 318 D. 1. Refer to ACI 318 Appendix D
for design requirements.
$Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated
results using equation D-20 in ACI 31M8 (ACI 318-05) and ACI 318 D.6.1.2.
'
RIa.47797
o
�
'� PRODUCT RENEWED
� � as complying with the Florida
Building Code
STATE OF
NOA-No. 16-0203.03
n
•'4444 40RIO
eYNA
i
%X%v
q ja.ztlL
Title: Sup-R-Stud+ Anchor
Drawing No: 1
12/lb/14 By: LM
MKT Fastening, LLC.
T Gunneba Drive
Lonoke, AR 7286
Page 4 of 4