HomeMy WebLinkAboutAPPROVED 3150 NORTH A1A-NOA 21-1012.03 BRACKETCOtJNTyx
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade,eov/economy
RectorSeal, LLC
2601 Spenwick Drive
Houston, TX 77055
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: Hurricane Rated Wall Steel Condenser Bracket
APPROVAL DOCUMENT: Drawing No 08-03739, titled "Hurricane Rated Wall Condenser Bracket",
sheets 1 through 4 of 4, dated 07/12/2021, prepared by L. Roberto Lomas, P.E., signed and sealed by Luis R.
Lomas, P.E. on 12/02/2021, 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 unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami —Dade County Product Control Approved", 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 renews and revises NOA # 19-0411.04 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P. E.
MIAMI•DADE COUNTY
NOA No. 21-1012.03
Expiration Date: October 6, 2026
Approval Date: January 6, 2022
Page 1
RectorSeal, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under NOA # 15-0820.06
A. DRAWINGS
1. Drawing No RS1508-1, titled "Wall Condenser Bracket", sheets 1 through 4 of 4,
dated 08/26/2016, prepared by Ted Berman and Associates, LLC, signed and sealed
by Theodore Berman, P. E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014,
51h edition, prepared by Ted Berman and Associates, LLC, signed, and sealed by
Theodore Berman, P.E., dated 08/17/2016 and revised 09/08/2016.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance and of no financial interest, issued by Ted
Berman and Associates, LLC, dated 08/17/2015, signed and sealed by Theodore
Berman, P.E.
G. OTHERS
1. None.
E-1
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 21-1012.03
Expiration Date: October 6, 2026
Approval Date: January6, 2022
RectorSeal, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under NOA # 19-0411.04
A. DRAWINGS
1. Drawing No RS1508-1, titled "Wall Condenser Bracket", sheets I through 4 of 4,
dated 04/05/2019 and 08/26/2016, prepared by Ted Berman and Associates, LLC,
signed and sealed by Theodore Berman, P. E. on 04/05/2019 and 09/07/2016.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 61' edition (2017) of the FBC and of no
financial interest, issued by Ted Berman and Associates, LLC, dated 04/05/2019,
signed and sealed by Theodore Berman, P.E.
G. OTHERS
1. None.
E-2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 21-1012.03
Expiration Date: October 6, 2026
Approval Date: January 6, 2022
RectorSeal, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. New evidence submitted
A. DRAWINGS
1. Drawing No 08-03739, titled "Hurricane Rated Wall Condenser Bracket", sheets 1
through 4 of 4, dated 07/12/2021, prepared by L. Roberto Lomas, P.E., signed and
sealed by Luis R. Lomas, P.E. on 12/02/2021.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations, prepared by L. Roberto Lomas, P.E., dated
09/27/2021, signed and sealed by Luis R. Lomas, P.E.
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 7`h edition (2020) of the FBC and of no
financial interest, issued by L. Roberto Lomas, P.E., dated 09/27/2021, signed and
sealed by Luis R. Lomas, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 21-1012.03
Expiration Date: October 6, 2026
Approval Date: January 6, 2022
E-3
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ.
2. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
3. BRACKET MATERIAL: STEEL WITH Fy-59KSI, AISI 1045 STEEL OR BETTER.
4. FOR ANCHORING INTO WOOD FRAMING USE 1/4" LAG SCREWS WITH SUFFICIENT LENGTH TO
ACHIEVE A 2 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ELEVATIONS AND INSTALLATION DETAILS.
5. FOR ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS INSTALLATION DETAILS.
6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM.
7. ALL SCREWS AND FASTENERS SHALL BE CORROSION RESISTANT.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 21-1012.03
TABLE OF CONTENTS
Expiration Date 10/06/2026
SHEET NO. DESCRIPTION
A o
By -/
1 NOTES
2 ELEVATION
Miami -Dade Product Control
3 INSTALLATION DETAILS
4 COMPONENTS
REVISIONS
DESCRIPTION DATE I APPROVED
REVISED PER MD COMMENTS 1 12/01/20211 R.L.
SIGNED: 1210212021
RECTORSEAL
2601 SPENWICK DRIVE
\�\ �5 R; LO,y
HOUSTON, TX 77055
VJ' VCENS,,
_ No. 62514
HURRICANE RATED WALL CONDENSER BRACKET
WBB500HR
=
NOTES
0, STATE OF
DRAWN:
DWG N0.
REV
A.R.
OS-03739
A
F ''
%�S �?ORIo�.•'G�?
"'i,,ZONAL 0%\\\
Luis R. Lomas P.E.
scuE NTS DATE 07�12�2021 SNEETI OF 4
LR09ERTOLOAI4SP.E
1432 WOODFORD RD LEMSVALE, AC 27027
434-668-OSM r1bm�bbrtwo..mm
fL No.: 62514
o
/ I \
b
CONDENSN R � \ \ /
23 5/8"
c
2
33 1 /2"
WALL CONDENSER BRACKET
REVISIONS
REV DESCRIPTION —E APPROVEO
A REVISED PER MD COMMENTS 12/01/2021 R.L.
CONDENSER TO BE INSTALLED W ITH BRACKET
DIMENSION
SIGUNT
IMEDIUM UNIT
SMALL UNIT
e In
17'
12'
11'
b(in)
45'
34'
18'
c (in)
42'
35'
26"
WelgN
5001bs I
3181bs
I 150lbs
BILL OF MATERIALS
ITEM NO.-
DESCRIPTION
QUANTITY
MATERIAL
PARTNUMBER
1
CROSSBAR
1
1045# G90 GALVANIZED STEEL 0.078" THICK
FABOO914
2
VERTICAL ARM
2
10459 G90 GALVANIZED STEEL 0.078" THICK
FABOO896
3
HORIZONTALARM
2
1045# G90 GALVANIZED STEEL 0.078'THICK
FAB00915
4
ANGLE ARM
2
1045# G90 GALVANIZED STEEL 0.078"THICK
FABOO920
5
M8 X65 MM HH BOLT
4
GALVANIZED STEEL GRADE 4.8
STKO0129
6
NO FLAT WASHER 20Md OD IIAW THICK
4
GALVANIZED STEEL GRADE 4.0
STKO0130
7
MS LOCK NUT
4
IGALVANIZED STEEL GRADE 4.8
STKO0131
8
MB ADJUSTMENT BOLT
2
IGALVANIZED STEEL GRADE 4.8
AS BOO 190
9
CLEAN CLIP WITH NUT
4
PVC
ASBOO189
10
RUBBER MOUNT
4
TPUIFLEXIBLE PVC
FAB00632
11
M10 X65 MIA HH BOLT
2
GALVANIZED STEEL GRADE 4.8
STKO0195
12
M10 FLAT WASHER 20MMOD 2MM THICK
2
GALVANIZED STEEL GRADE 4.8
STK00194
13
M10 LOCK NUT
2
GALVANIZED STEEL GRADE 4.8
STK00196
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 21-1012.03
Expiration Date 10/06/2026
By ,:o
Miami -Dade Product Control
RECTORSEAL
2601 SPENWICK DRIVE
HOUSTON, TX 77055
HURRICANE RATED WALL CONDENSER BRACKET
WBB500HR
ELEVATION
A.R. 1 08-03739
srxE NTS I DATE 07/12/2021 1SHEE72 OF
L ROBERTO LCMAS P.E.
1432 WOODFORD RD LEWISVXLE, NO 27023
434-688-0609 rll=m _Tkbmaspe.n
SIGNED: 1210212021
... :.LOM
4\CENSF'.'gS i
No.6 514
�0' STATE OF [V-�
COR101" �G\?
V7, 0NAL'10111110%11••
Luis R. Lomas P.E.
FL No.: 62514
SEE CHART #1
1RT # 1
HEET
;E DISTANCE
#1
T
ANCHORS LOCATIONS
NOTE
OTHER ANCHORS MAYBE USED AS LONG AS
ANCHOR CAPACITIES EXCEED CAPACITIES SHOWN
IN CHART Nf
Chart N1
ANCHOR
MANCHORS
ANCHORCAPACITY
DESIGN
MIN.
MIN.
ANCHOR
SUBSTRATE
TYPE
PER
TOTAL
TENSION
SHEAR
PRESSURE
EDGE
EMBEDMENT
LOCATIONS
(IDs)
(IDs)
(p
DISTANCE
1/4' Leg
3
8
74.2
A, C 8 E
Woad
Screw
4
8
441
236
112.5
5/8'
2 1/2'
A, B. D & E
5
10
150.0
A,B,C.DBE
114"
3
B
25.6
A, C 8 E
Hollow CMU
Tapcon
4
8
118
202
40.2
4
1 114'
A. B. D & E
5
10
54.7
1
A,B.C,DBE
Concrete or
114'
3
6
113.9
A. C & E
Grout filled
Topcon
4
B
443
421
150.0
3
1
1 3/4'
A. B, D & E
CMU
5
10
1
150.0
A R. C D a E
REVISIONS
REV DESCRIPTION I IATE AP .T D
A REVI5ED PER MD COMMENTS 1 12/01/2021 R.L.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 21-1012.03
Expiration Date 10/06/2026
By ^-
Miami -Dade Product Control
SIGNED: 1210212021
RECTORSEAL
�oI'''%,
2601 SPENWICK DRIVE
�•` v\ 4t ,
HOUSTON, TX 77055
V.•0CEN@f'•.•s
— No. 62514
HURRICANE RATED WALL CONDENSER BRACKET
WBB500HR
=_
INSTALLATION DETAILS
E OF
� O STATE OF ((/�
DRAWN:
Dwc No.
REv
A.R.
08-03739
i
•�`G���
�/S10NAL10`1_��`�
SCALE DATE SHEET3
NTS 07/12/2021 OF 4
Lu's R. Lomas P.E.
FL No.: 62514
L ROBERTO LOMAS RE
1422 WOODFORD RD LEVISVl1.lE, AC 27023
434-688-0609 rlb—Ok—gw.mm
REVISIONS
REV DESCRIPTION DATE I APPROVED
A REVISED PER MD COMMENTS 1 12/01/2021 R.L.
1 3/4" —} ] 33 1/2-
TA
L
7/16" J
O O O O O O O 1 3/4'
Oi CROSS ARM —r
1/2" � 17 3/4"
L
2 1/6" F O O O O 01
O f
z ,/2"
o �
O2 VERTICAL ARM
2 5/I 16" 23 9/ 16"
1 15/16" F 1 15/16"
26 7/16"
Q 1 1/2"
—r
23 7/8" 1 1/2"
O H 1 9/16"
O ANGLEARM —r
T
2 3/16"
°
O3 HORIZONTAL ARM
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 21-1012.03
Expiration Date 10/06/2026
By 0
Miami -Dade Product Control SIGNED: 1210212021
RECTORSEALlLo
2601 SPENWICK DRIVEJ\5,....._4
tj
HOUSTON, TX 77055
HURRICANE RATED WALL CONDENSER BRACKET = No.0251,/
WB8500HR
COMPONENTS :A-;fw�DRAWN: DWG NO. REV STATES
A.R. 08-03739 A '
SME NTS DATE 07/12/2021 SHEET4 OF 4 'i,, ZONAL
L ROBERTO LOMASRE. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVLE, AC 27073 FL No.: 62514
I31-me-06M Illomwokt—P.,00m